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Home My WebLink AboutThe Gallery Streetscape 1 l i REVISIONS 1G� r SUMMERS/MURPHY!k PARTNERS,INC E SCAPE LANDSCAPE ARCHITECTS � E M REV. SHT. DESCRIPTION DATE BY 34197 COAST HIGHWAY,SUITE 200 _� DANA POINT,CALIFORNIA 92629 TH GGDI,IL'9 (949)443.1446 FAX(949)443.1631 REMOVE MONUMENTS PROM MAJOR CORNER INTERSECTIONS. 3-08-10 JL IPS,ILI,IaI, IMPACTED CONSTRUCTION LAYOUT PLANS, IRRI6ATION PLANS AND ID2,151152 PLANTING PLANS HAVE BEEN REVISED TO REFLECT CHANGE. iv,TP5,TP5, IRRIGATION CALCULATIONS HAVE BEEN ADDED AND UPDATED TO SPB,SP5 REFLECT CURRENT GVWD WATER CALCULATION REOUIREMENTS. O pNDSC,gpF Murph qAG LANDSCAPI=. PLA ,NS 1A it re 07-31-10 6enewa a e� it 3-08-10 �Tq Date a�P TFOF-CALtFD� L L F M DESERT CA I ORNIA I A I I I accomponinecifications These drawings and/or the are the exclusive property of Forsum/Summers & Murphy, SUBMITTED FOR APPROVAL PLAN SET 'F'- CVWD FINAL 05/05/Oci Inc. and their use and publi- cation shall be restricted to the DATE original site for which they TR, ACTAPPROVED PLAN SET 'F'- CVWD FINAL 05/05/041 were prepared. Re-use; repro- DATE duction or publication by any method, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Forsum/ CONSTRUCTION SET ISSUED Summers & Murphy, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETI❑N LANDSCAPE ARCHITECT IRRIGATION CONSULTANT ZO Project Namei_________________ Parcel Map or Tract No,,----------------- NOTES N Project Location:____________ PROJECT LOCATION _____________________________________ DINAR SHORE DRIVE SUMMERS / MURPHY PARTNERS INC. 5NEENEY $ ASSOCIATES INC. ' I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 541Q?. COAST HIGHWAY 58-150 SKY CANYON DR. , SUITE C Maximum Water Allowance,______ (In hundred cubic feet) MATERIALS AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT CALIFORNIA 612629 MURRIETA CALIFORNIA. Q2655 CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWIN65 AND SPECIFIED ('114) 642-44'11 (Q51) 461-6650 � i4 0 0 Estimated Total Annual Water Uses HEREIN. AVENUE 35 /17 CONTACT: JOE LA500LA (4151) 461-6850 m ________________________________________________ (In hundred cubic feet) UJ 2. ALL WORK SHALL BE PERFORMED BY A C-21 CALIFORNIA LICENSED D A, Preliminary Project Documentation Submittech (Initlats Indicates submittal) CONTRACTOR, > FF�'gy CIVIL ENGINEER 1, Grading design plan 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE Q GERALD ACCORDING TO STATE, COUNTY AND LOCAL GORES, ORDINANCES AND UP �qp STANTEC t a 2. Landscape design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. LU �0 2-T-T RANCHEROS DR., STE. 500 3. Irrigation design plan SAN MARCOS, GA g20601-2al6 00 >. ` 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR w Ifl a DR. ('1(00) Sqi-5205 co 4. Irrigation schedutes WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES w <t M <� 4, AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY Of11' (�60) 8q1-5201 , _ 11, Post Installation Inspections (Initials Indicate completion) LIJFOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF RANCHO MIRAGE o �� o ®�� OGo D A, Plants Installed as specified SAID UTILITIES, NCLUDIN6 DELAYS. 0 SHEET INDEX B. Irrigation systems Installed as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT FRANK SINATRA 4 DRIVE Y SHEET NO. SHEET DESCRIPTION (o Comments: DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL o W d F- ---------------------------------- COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE 0 T-1 TITLE cc Z 0 OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. KM-1 KEYMAP 6 ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THEk , ML-1 MASTER LEGEND SHEET- CONSTRUCTION O O Z A copy of this certification has been provided to Owner/Developer and District DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB W LL- Comments___________________�_________________________________ SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY VI C I N I �Y MAP ML-2 MASTER LEGEND SHEET- PLANTING _ J V CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 N.T.S. CL-1 CONSTRUCTION LAYOUT PLAN 'Q Q ____________________________________________________________ AT THE CONTRACTOR'S RISK AND EXPENSE. CL-2 CONSTRUCTION LAYOUT PLAN (n ® V 00 It is my opinion that the work outlined above has been completed in substantial LOCATION MAP CL-3 CONSTRUCTION LAYOUT PLAN O c O 0 accordance with CogacheUa Valley Water District and The City of Palm Desert's CL-4 CONSTRUCTION LAYOUT PLAN CC LZl� _ 00 Landscape and Irrigation Guidlines. LEGEND CL-5 CONSTRUCTION LAYOUT PLAN W Q m - ------------------------------------------------------------------------------ CL-6 CONSTRUCTION LAYOUT PLAN u O Landscape Architect Signature Date License No, Cp DIAMETER (55.60) EXISTING SPOT ELEVATION �� °jnc�,, CD-1 CONSTRUCTION DETAILS Z a 1 j FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION ¢ A %,x yORF CD-2 CONSTRUCTION DETAILS I O J �`" CS-1 CONSTRUCTION SPECIFICATIONS � �- 6F GARAGE FLOOR ELEVATION HT HEIGHTS` T O PICASSO DRIVE \\ - ` ' WATER CONSERVATION STATEMENT PAD ELEVATION BGR BEGINNING OF CURB RADIUS = R R y R s : : _ a o �.�s;,E� /P_1 IRRIGATION PLAN TW TOP OF WALL ECR END OF CURB RADIUS - - - - - TF TOP OF FOOTING ELEVATION TO TOP OF CURB �r ' 4 s . � - �` 1P-2 IRRIGATION PLAN I'= -3 BW BOTTOM OF WALL BG BOTTOM OF CURB UU IRRIGATION PLAN THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE - - = _ - - s R R R / x o lP TS TOP OF STEP Eli EXPANSION JOINT KANDIN KY WAY - P s R - IN � IP-4 IRRIGATION PLAN PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. = = 7 « �f,:-. g 55 BOTTOM OF STEP 5J SCORE JOINT s _ s--? THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER s : s - - g = 1P-5 IRRIGATION PLAN W GB CATCH BASIN 5G SAW GUT a g = ° n R USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE I? g a � � lP-6 IRRIGATION PLAN F6 FINISH GRADE R RADIUS R : g « REQUIREMENTS. CL FS FINISH SURFACE RDWD REDWOOD g - OPT\0 ve 9, ` $ s « t IL-1 IRRIGATION LEGEND, CALCS,AND NOTES Q Q 8 g ssF s V Z REFER TO SHEET IL-I FOR THE G.V.W.D. WATER CONSERVATION CONCEPT HP HI6H POINT HDR HEADER ID-1 IRRIGATION DETAILS g o a STATEMENT. LP LOW POINT LA LANDSCAPE ARCHITECT FL FLOW LINE MIN MINIMUM « $ $ « « ID-2 IRRIGATION DETAILS AND CALCS. (n o OG ON CENTER MAX MAXIMUM s R R R R _ >z . « ' lC-1 IRRIGATION CALCS. (cmd) E- U. CITY OF PALM DESERT LANDSCAPE GB GATGH $A51N MJ MASTIC JOINT - w Y - ` s . RU- - E IS-1 IRRIGATION SPECIFICATIONS W TG TOP OF GRATE ELEVATION TYP TYPICAL ' a g IS-2 IRRIGATION SPECIFICATIONS AND CALCS. Cr V INSPECTION SCHEDULE INV INVERT ELEVATION PA PLANTING AREA s x A R ry - = s s TP-1 TREE VINE & GROUNDCOVER PLANTING PLAN BB BOND BEAM ELEVATION NTS NOT TO SCALE n w a R '' F Z F R p a a a a z = e - - i s TP-2 TREE, VINE& GROUNDCOVER PLANTING PLAN d-b ALIGN SLEEVING GRADING VERMEER WAY MOND AIN TP-3 TREE, VINE& GROUNDCOVER PLANTING PLAN W I) / � � - x >3 a a. Sleeve diameter, type depth and location �? � � „ TP-4 TREE, VINE& GROUNDCOVER PLANTING PLAN Q. 1.05lS GRADIENT IN PERCENTA CO GE ,, 7, <"a f { > W b. Soil surface drolmoge, elevations and trash (including weeds 4 rubble) x g - ,°° - - � ' °f'�`--� • - w• . _� r .� ,•F''� � " -GERALD FORD GERALD FORD TP-5 TREE ViNE& GROUNDCOVER PLANTING PLAN CC W p 2) HARDSGAPE / BOULDERS-GOBBLE 4:1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT TP-6 TREE, VINE& GROUNDCOVER PLANTING PLAN W a � a. Sidewalk and wall layout R RIDGE SP-1 SHRUB PLANTING PLAN J Q b. Utilities location SP-2 SHRUB PLANTING PLAN Q V a c. Boulder type, size, weight and placement 66 GRADE BREAK SP-3 SHRUB PLANTING PLAN CO M W SP-4 SHRUB PLANTING PLAN ® E- O 5) IRRIGATION SYSTEM ROUGH-IN I a. Trench depth DIRECTION OF FLOW STREESCAPE SITE LOCATION � W � V SP-5 SHRUB PLANTING PLAN r b. Pipe size and class — — DRAINAGE PIPE - App SP-6 SHRUB PLANTING PLAN _ = ROVED _ � � � � c. Pressure test (125 psi for 6 hours) FINAL LANDSCAPE P � F` LOCATION C A TI �N MAP PD-1 PLANTING DETAILS ATRIUM DRAIN CKAGE N.T.S. PS-1 PLANTING SPECIFICATIONS ''�'j D 0 SHEET DESCRIPTION 4) PLANT MATERIAL (trees 4 shrubs) ® OA1��; a. Condition O DECK DRAIN PLAN SET 'A' - CITY SUBMITTAL #1 05/01/0'1 b. Type LMOSMMA02t BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER PLAN SET 'B' - 50E CHECK #1 Ob/ 25 / 01 AR PLAN SET �C'7 TITLE c. Placement Q TURF DRAIN OF SECTION 21, TOWNSHIP 4 SOUTH, RANGE 6 EAST, PLAN SET 'C'- CITY SUBMITTAL #2 10/ 25 /08 S.B.M. PLAN SET 'D'- GVWD SUBMITTAL 12/ II /08 DATED: 03-08-10 SHEET PLAN BET 'E'- GVYVD 8 CITY SUBMITTAL 02/04/Oa SMP PLAN CONTROL 5) GROUND COVER (Decomposed granite) r-31—� PROPOSED CONTOUR PLAN SET 'F'- GVWD FINAL o3/o3/oa a. Type b. Depth and Spacing EXISTING CONTOUR PLAN SET '(5'- MONUMENT CORNER REVISION 05/05/10 DESIGNED �—sl-/ C. Compaction —� _� BE - BUILT-UP LANDSCAPE GRADE CITY APPROVAL NOTES DRAWN SMP 1 (0) FINAL These plans have been reviewed by the Coachella Valley Water District in Sf1/iP a. Irrigation —DETAIL REFERENCE T accordance with Water Code Title 7, Division 1,Chapter 3,Article 10.8,Section CHECKED 65597 et se requiring efficient landscape and irrigation design in cooperation with SMP Control boxes and wiring —SHEET LOCATION ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO R the local governing agency(City or County).."Approval of this drawing b ,CVWD Y D g g g � Y tY) Pp A Controller operation and site specific yearly irrigation schedule THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION staff does not constitute approval to encroach into district and USBR Rights-of-Way. 10/25/08 (required by City of Palm Desert Water Efficient Landscape —SECTION REFERENCE O Trees,plants,walls,and permanent structure of a y kind may not be planted or J NO. Ordinanee) NOTE: /S T G installed in CVWD and USBR easements or rig -of-way with t first obtai • g an treetsca e Sprinkler, bubbler and / or drip emitter type, f low rate and —SHEET LOCATION ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS z6f� ent permit from CVWD CAD RLE quantity per plant. PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERTS aile -Title Sheet Overall operation P LANDSCAPE DEPARTMENTS INSPECTION SHEET NUMBER I PEG 10 DATE A R MA AGEMENT PE� NAND APPROVAL PROCESS. SL 1soR As built IT IS THE OWNER'5 RESPONSIBILITY TO OBTAIN ANY ADDITIONAL + b• Tree staking APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE CVWD PLAN# DE ELOPNIBNT N'CE SLT'ERY'is c• Overall PERFORMED AS PART OF THESE PLANS / SPEC I F I GATION5 UNDER OTHER Tmi NOTE" SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 DEPARTMENT'S JURISDICTION. OF 5a SHEETS ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. L38732 PLAN SET"G" 3-08-10 PR 10-00283 03/09/201 G.V.W.D. G.V.W.D. TREE ALL TREES TO BE LOW BRANCHING SINGLE 5HRUB LEGEND: LEGEND OR MULTI-BRANCHED AS NOTED. REGION-� SYMBOL DESCRIPTION 51 ZE/HEIGHT QUANTITY SPACING WATER NEED SYMBOL DESGR I PT N ON 5 I ZE/MAX HE 10HT DUANT I TY WATER NEED 1 eF 1 ACACIA REDOLENS-'DESERT CARPET ( GAL 21 12' LOW 0.2 a AC ` ACACIA GRASEDO G A RPA 4" BOX-X- LO BRANCH 14DESERT CARPET I8"-24" n LOW 0.2 SUMMERS/MURPHY&PARTNERS, ARTNERS,IN C 6OX- LWBRANCH 14 LANDSCAPE ' LEATHER LEAF ACACIA COASTHIGHWA,SUITE 200@�..AGAVE AMERICANA 15 GAL 44 LOW 0.2 01-151 DANA POINT,CALIFORNIA 92629 CENTURY PLANT 5'-6' AS(24) (949)443.1446 FAX(99) 03.1631 AGAVE GEMINI FLORA 3 GAL �O 4' LOW 0.2 ACACIA STENOPHYLLA 24'" BOX LOW BRANCH 24 LOW 0.2 SHOESTRING ACACIA 25 -30' TWIN FLOWER AGAVE F a �PNDSCgp # AGAVE DESMETTI ANA 15 GAL C12 4' LOW 0.2 AW(24) ACACIA A W I LLARD I ANA 24" BOX- LOW BRANCH 7 LOW 0.2 ��ij ��'� M• Murphy�o,Qcy AGAVE 3 4 � ALOE BARBADEN515 5 GAL 58 4' LOW 0.2 PALO BLANCO 151-20 A i i AJ('18) Signature ALOE VERA 3 -4 ALB 1 Z I A JUL I BR 1551 N 45" BOX- MULTI- BRANCH 16 MOD 0.5 sys <�4 07-31-10 1 Renewal Date BA I LEYA MOLT I RAD I ATA I GAL 5-71 .5' LOW 0.2 SILK TREE 20 -30 3-08-10 �-DESERT MAR I GOLD 18" "-24 Dare �c24) BEAUGARNEA RECURVATA 24" BOX- 51 NGLE TRUNK 11 LOW 0.2 _, �'"_ FOF CAL f BOUGA I NV I LLEA "RASPBERRY ICE" 5 GAL 52 8' MOD @�_ 0.5 n BOTTLE PALM 15'-20' BOUGA I NV I LLEA 5'-6' These drawings and/or the 8C�24> BUTT A GAP I TATA 24�i BOX- 51 NGLE TRUNK 51 LOW 0.2 accompanying specifications GALL 15TEMON V I M I NAL I S 'L I TTLE JOHN' 5 GAL 134 6' MOD 0.5 P I NDO PALM 15 Forsum/Summers & Murphy,are the exclusive property of DWARF WEEPING BOTTLE BRUSH 3' Inc. and their use and publi- CEREUS HILMANNIANUS 3 ROOTED CANES 63 5' LOW 0..2 CC(- plan)plan) CAESALPINEA CACALACO 24" BOX- LOW BRANCH 21 LOW 0.2 cation sholl be restricted to the GG - 56" BOX- LOW BRANCH 3 original site prepared. r Re-use,which they PERUV I AN TORCH I CANE MINIMUM 2' TALL CASCALOTE i were n or 15'-15' AT FULL GROWTH 15 publication by any method, in whole or part, is PARKIN50NIA HYBRID-AZT 36" BOX-MULTI-BRANCH 10 LOW 0.2 prohibited except by written �- GHRYSAGTI NI A MEXIGANA I GAL 2q l 24" NOT ON L 1ST C`� ) permission from Forsum/ DAMIANITA IS"-24" THORNLESS HYBRID PALO VERIDE I5'-50" Summers & Murphy, Inc. Q- 0157U5 PURPUREUS 5 GAL 10-7 5' LOW 0.2 ORCHID ROGKROSE 3' CV(36) GALL 15TEMON V I M I NAL I S 36" BOX LOW BRANCH Cl MOD 0.5 CP CORD I A PARV I FOL I A 5 GAL 50 I O' LOW 0.2 BOTTLE BRUSH 20'-30' L I TTLE LEAF CORD I A 5'-6' HESPERALOE PARV I FLORA 51 GAL 13� 5' LOW 0.2 DS (SEE PUN) DALEA 5P I N05A 24" BOX-MULTI BRANCH 24 LOW 0.2 RED YUGGA 2 -3' SMOKE TREE 36" BOX-MULTI-BRANCH 15 10-IS' DASYL I RON WHEELER I 145� 5 L 144 5' LOW 0.2 CH(sm Pb"> GHAMAERCaPS HUM I L 15 36" BOX MULTI BRANCH 4� MOD 0.5 0 DESERT SPOON z MED. FAN PALM 24" BOX MULTI BRANCH IS O � DOIDONAEA V 15CO5A 5 GAL 2q 8' MOD 0.5 8'-12' (?)-HOF SEED BUSH 10'-12' u( ) LAGER57ROEM I A I ND I GA 36" BOX LOW BRANCH Cl MOD 0.5 --ECHINOCACTUS GRUSONI1 5" DIA. MIN. 550 3' LOW 0.2 I5'-20' Q GOLDEN BARREL CACTUS 21-41 GRAPE MYRTLE o m Fs FOUOU I ERI A SPLENDEN5 15 CANES MIN. 235 15' LOW 0.2 PA( 0 p°") HYBRID WASH I NGTON I A ROBU57A 10' B.T. (BARE ROOT) 20 MOD 0.5 a a a OGOT I LLO 5' TO q' TALL MIN. MEXI GAN FAN PALM 15 B.T. (BARE ROOT) 24 BARE ROOT 40'-100' LANTANA CAMARA VAR5. 'NEW GOLD' I GAL 145 6' MOD 0.5 PE(-Man) P I NUS ELDAR I GA 36" BOX LOW BRANCH 8 LOW 0.2 M 0 cc NEW GOLD LANTANA 2'-5' AFGHAN PINE 50'-60' co Q co = u LANTANA MONTEV I DEN515 I GAL 45 8' MOD 0.5 ee 00()�" AL Pa(e wan)) PROSOPI5 GLANI )ULOSA 45" BOX LOW BRANCH I LOW 0.2 !4 M PURPLE TRAILING LANTANA " TEXAS HONEY ME50U 1 TE 36" BOX LOW BRANCH 18 co LAVANDULA ANGUSTIFOLIA 1 GAL 426 3' MOD 0.5 20'-50' C.V.W.D. z v LAVENDER 51-5, CC 0 z VINE LEGEND (W.U.G.O.L..S.) LEUGOPHYLLUM LAND I DUM 5 GAL 15ci 5' LOW 0.2 REGION-CO = > , r0 SAGE 51 SYMBOL. DESCRI PTI ON SIZE OUANTI T`I' WATER NEED ® NA55ELLA TENU 1551 MA I GAL 500 .21 LOW 0..2 -0 501,16A I NV I LLEA 'SAN D I EGO RED 5 GAL. 11 MOD 0.5 0 co z MEX I GAN FEATHER 6RA55 2 1 BOUSA I NV I LLEA (STAKED) 12' O.G. w W Z o o OEN07HERA BERLAND I ERI SPEC I OSA I GAL 52 4' MOD 0.4 - GELSEM I UM SEMPERV I BENS 5 GAL. I-T,7 MOD 0.5 0 p < CH I HUAHUAN PRIMROSE 6 CAROL I NA JESSAMINE 12' O.G. LU z 5 6 N OPUNTI A ENGELMANN I I 41 SAL 17 15' LOW 0.2 --nfl- ROSA BANK51 AE 'ALBA PLENA' 5 GAL• 144 MOD 0.5 0 [L m IL °3 ENGELMANN'S PRICKLY PEAR LADY BANKS' ROSE 12' O.G. OPUNTIA BIGELOVI I 51 GAL 55 3' LOW 0.2 ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE LIGHTING LEGEND a TEDDY BEAR GHOLLA 4 -5 ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE SYMBOL DESCRIPTION P PENSTEMON SUPERBUS 1 LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF (� Z 0- 5 GAL 155 5 LOW 0.2 MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. IIOV. SIGN LIGHT C SUPERB PEN5TEMON 21-41 FOR ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE - W P F EACH SPEC I MEN. FOR ALL TREES / SHRUBS 24" BOX AND , I I OV TREE UP-LIGHT W :3ROSMAR I NUS OFF I C I NAL I S 5 GAL 151 6' MOD 0.5 U1 , iONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. 11 OV. BOLLARD LIGHT CO C) �R05EMARY 2'-4' LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL jz THEVETIA PERUVIANA 5 GAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT TH15 PLAN REFLECTS RECOMMENDED LIGHT FIXTURE Co Z ® L 50 14 MOD 0.5 REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. LOCATIONS ONLY. THE OWNER SHALL HAVE THEIR I cn YELLOW OLEANDER 5 -1O ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE >- a 0 ELECTRICAL ENGINEER RECOMMEND ACTUAL FIXTURES. YUGGA BAGGATA IS GAL AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL CC LLI HEIGHT WIDTH OF THE / SHRUB. ELECTRIC. ENGINEER SHALL BE RESPONSIBLE FOR ALL W IL ® 5" I00 6' LOW 0.2 ADDRESS CALIPER, ELECTRICAL DE516N AS NEEDED TO MEET THE CITY OF J ,� o J BANANA YUGGA ONLY PLANTS WITH STRONG TRUNKS, 600D BRANCH CONFIGURATION J 0 Q AND INTACT LOWER BRANCHES WILL BE ACCEPTED. PALM DESERT'S LIGHTING ORD I NANGE. Q (� o. YUCCA ELATA 15 GAL 6 10' LOW 0.2 C13 CO M U. SOAP-TREE YUGGA 20' ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY NOTE: a TREES AND SHRUBS WITHIN SGE EASEMENT AREAS HAVE � W Z V 0 } STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. BEEN DESIGNED AND SHALL BE MAINTAINED SO PLANT p = r ZINNIA GRAND I FLORA I GAL cf 8 1 .5' MOD 0.5 MATERIAL SHALL NOT EXCEED 15-0" MAXIMUM HEIGHT. All. o--PRAIRIE ZINNIA I O" REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER NOTE: APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND SHEET DESCRIPTION 50 I L AMENDMENT NOTE MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT NO TREES SHALL BE PLANTED WITHIN G.V.W.D. MATERIAL. EASEMENT OR RIGHT-OF WAYS. AT THE CONCLUSION OF ROUGH GRAD NOTE: MASTERING AN AGRONOMIC SOILS NO GONFLIGTING UTILITIES WITHIN PROJECT AREA. LEGEND ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED G/TY OF PALM 1 >E5,fff?T TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT DESIGNED J.L. IN5PECT/ON 5CHEVULE NOM INSPECTOR FOR THEIR REVIEW AND APPROVAL. THE CONTRACTOR These plans have been reviewed by the Coachella valley Water District in DR'°`wN SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE GROUND COVER J.L. REFER TO THE TITLE SHEET FOR THE CITY OF p T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section SO 1 L TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY TY OF R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKED PALM DESERT'S INSPECTION SCHEDULE. SYMBOL DESCRIPTION the local governing agency(City or Count P.M. PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH o g g Y Y y). "Approval of this drawing h CVWD ORD I NANGE 1881; PLANTS SHALL BE BAGKF I LLED WITH LOCALLY "i / staff dopes not constitute approval to encroach into kind and USBRpinted of Way. DATE 10/25/OS NOTE: 2 THICK LAYER AFTER COMPACTED DECOMPOSED s T R ' rees, rants,walls,and SBR easements structure of kind may not be ranted or PRODUCED COMPOST FORM GOAGHELLA VALLEY COMPOST FAG I L I TY NO SYMBOL nstalled in CVWD and USBR easements or fight-of-of with t f g an JOB NO. ALL INSTALLATION AND MAINTENANCE SHALL MEET OR GRANITE. ALL SHRUB BEDS. "BRIMSTONE" 5/5" MINUS encroachment permit from CVWD 11450cl EXCEED THE G I TY OF PALM DE5ERT'S "LOW WATER OR GAL B I OMAS. COMPOST OTY. AS FOLLOWS: WITH 11% FINES. AVAILABLE BY SOUTHWEST BOULDER. 20�� CAD FILE DATE � R M NAGEMENT SUPER SO E NUMBER ORDINANCE" AND FOLLOW THE MAINTENANCE I GALLON SHRUB I SHOVEL (160) 525-58-T-7, WWW.southwestboulder.com SCHEDULE GU I DEL I NES ESTABLISHED IN THE G I TY OF 5 GALLON SHRUB 2 SHOVELS 0 PALM DE5ERT'S "DESERT FLORA'" MAINTENANCE GUIDE, CVWD PLAN 9 D VELOPI� s VICE SUPER OR CURRENT EDITION. 15 GALLON SHRUB 3 SHOVELS � ML� 2 24" BOX TREE 4 SHOVELS 56" BOX TREE 5 5HOVEL5 L OF 38 sHEErs L38733 PLA SET "G" 03-08-10 ' � p/NAy SyOR�pRN f IRRIGATION MATERIAL LEGEND PICASSO DRIVElet SYMBOL MANUFACT. MODEL NO./DESCRIPTION GPM PSI PATTERN DETAIL is N : Flo z _ s ! Y s s # R R R ^ 3 R b ` d HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25(0.5) 30 TRICKLE A _ ^ 2n AY g R a = a $ PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES 1.0(2.0)50(1.0) TRICKLE UMBRELLA PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES a a � : " :. � � : � o ° a EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SUMMERS/MURPHY A PARTNERS,INC LANDSCAPE ARCHITECTS • SIDES OF TREE TYPICAL. � � oPJ R 9 = � R � a ! R R � 34197 COAST HIGHWAY,SUITE 200 a az DANA POINT,CALIFORNIA 92629 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 8 ! = s R s s° = R _ _ !R ` = a (949)443.1446 FAX(949)443.1631 DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY R a ! R a R o NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032) DRIP EMITTER ON TOP B s = R R R R a = R = ! „ R = R a o w y R ! R E = a pNDSCgp d TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C a F.� Mur Fq VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 181, FROM o R R R „ a a R R J R R ' R •! e s L�� M Fhy do �y PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. „ Z R = R : a R a s - �if x. P.O.C. POC 1 -3/4" DOMESTIC WATER METER WITH 1"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A VERMEERW = N IN aof .. � 9 2 a = R R a F: R R A a R = R �` SignaturePOC 3&4- 1-1/2" DOMESTIC WATER METER WITH 2"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A - R 07-31-10 Renewal Date C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A GERALD FORD * 3-08-10 POC 3&4-2"R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 'rT Dote �P gTFOF CALF RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D KEY MAP PROJECT POC 3&4-200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE D N.T.S. �+ LOCATION �) DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E ��R�� POC 3&4- 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2"SIZE These drawings and/or the E accompanying specifications are the exclusive property of ►�+� WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2"SIZE F Ur/L/TY LFC7ENL7_ Forsum/Summers & Murphy, Inc. and their use and publi- RAIN BIRD 33DLRC 3/4" QUICK COUPLER VALVE SGE POWER POLE original site for which they Q ( ) G _�- cation shall be restricted to the RAIN BIRD 1X1-PEB-PRS-D (1"OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H were prepared. Re-use, repro- duction or publication by any RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.#PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I method, in whole part, is b prohibited except by .written permission from Forsum/ ® WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J,K Summers & Murphy, Inc. VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS- SIZE AND TYPE NOTED ON DRAWING. �) N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A PACIFIC PLAST16S PVC PIPE 3/4"-2"CL. 200 AS LATERAL LINES 12" BELOW GRADE L PACIFIC PLASTICS POC 1 -PVC PIPE 11/4"SCH.40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L POC 3&4-PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE CONTROLLER PACIFIC PLAST16S PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M VALVE NUMBER PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. A20 20 G.P.M. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L. APPROVED) L,M,N 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N ` VALVE SIZE O OC LU i I f ODD i co co I I -- -- -- - - ---- C 1 3 /C2�\ 4 ---- --- - -- - --I -' --- _ C3 12 _, --- -- -- I1 �- °°� �� iT 4 z -� -- - r. 00 l 1" 142E 1" 192E 102 F IL ,.. _ " " " f W f- 3/4 1 1 11/4 111 fi 4.. 11 4 Z U _ _ _ .��•_ -_ - -emu� - '—.-.:�'Li?Yd. '•.'ffi]�. _._'o-..'G•.•ydky'.x' _ .. _'�.'�."�'"x•LI'+SS_._.. FRki.%31C_.-__- M1i6L--'-_ -•--- _:t'1�'_ .._..-_..:..'"S._-...._-.___�._„Sf£.kL..d_.._.-...._—__ -____._...3v..'^2-..fk___. - .-_...e..§,x....=....,u<:.i. ...r'..-.,>a S _. -. - ___ :. ....-,t5., :,. .._...I,SY.'S...,»S�_.._. E,.k...- -- ..�'-, Y""SIiF::-v'.' 'li>II�IS .:�>.„ a -t {� a _ Z ¢ �� r� 1 721 - 1114 p T � � J , O _ 1/2" -- -- Uj _- a A -F- W --.� du p 1" 4 Uj a r 6 e. Za ¢ y Z M1 a Uj _ - - - - --- - - - --- - -- - - -- - - -- - - -GE:z- A 3LD FOI� D- W W NOTE: a MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTU L MAINLINE LOCATION TO 4 Q BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. � 0 LL NOTE: 11 W i j i I j j T BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, W JQ ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES I= CO 0 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT III"' Z INN: I IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. CO I f I NOTE: >. C. CO C5 4 C6 7 ( _1 _ _ _ _-_ TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STR CTURES OF ANY KIND I I — NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AN SBR EASEMENTS OR W W -- -- — --- 1" 214E 1" 312E i SHALL D, I AND U CL W RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. J Q 0 ¢ — U. 1" 1" 3/4" M v �,.: -Y.. ... ...,,._. A. -... .._. ;;.. __._.__ahtt..zes✓:A:,.-zc.°.rr-„ ,..ua :c.:c;:- s: ::___=�.<ssmsexc. __-___-. _. .c.i-... ._..._.__.. ,.�,z^_�'_,-�.,,,..::., -s.: -,:_ ,_ _._..-.-,z.,x.=—' :-...Y .��rc:�: .::.<, �.'a.:_.._.-_as.�><>. ..—._..,.�s::.,s„ ..____..f,:..,..M..r:_____.,.__crs:cr.,>_s._._.._.-.�.z..:.............,<...._-__.__sr s_'�:;...,m,.rs.__.____r��t�_.�__.._._�..d.x'�_.__�<a�'a_..a,._,----.�s �,..... •,v ._._- ":� ;s .. . F"; .: ,. ' I I -- - _ SG L 1 - 201 J T Z �L 44 Y,' t Nrc-,�'}�r�„Zs"r `✓�L�+� ? s, a_�• ._` __1"_' 2117 Y -----� -- SHEET DESCRIPTION - NORTH ... - - 01..- OI OI OI OI - , _ IRRIGATION PLAN- a DESIC fi .�, .._ .�_ NED J.L. -. -ram A _ ..,' ,,:.',S ;:.. _'Jl.,. ,. ;._k.-ls 1c .1- ,':, +.. ..'r'� -:9•� f)�. f pr: d', i ::.._ ____�, i<_. Water District in 4.---� - These tans have been reviewed b the Coachella alle _ __ P Y DRAWN i 7 Division r 3 AnYcl 10.8 n accordance with Water Code Title son 1 C a to a Sectio — A T E ac P S8cA 1 _- -- - - —- - - -- - ------ ---- ------- - - z —- - �N ° . - ' -f��Z� �{��T� � 1�` � 65597 et seq.requiring efficient landscape and irrigation design m cooperation with CHECKED v V1W L the local governing agency(City or County)."Approval of this drawing by CVWD TK staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O Trees,plants,walls,and permanent structure of any kind may not be planted or /S T I G I 10/25/OS installed in CVWD and USBR easements or rig -of--way with ut first obtaini g an - 03SA04TK10 a cr ment permit from CVWD. JOB NO. sweeney + associates I1430q CAD FILE IRRIGATION DESIGN AND CONSULTING _ i.r D 4,63, 411M AG ENT SUPERVISOR I NOTE: Ca►ifomia t SHEET NUMBER HAVE COMPLIED WITH THE CRITERIA OF THE 38730 Sky Canyon Drive,suite c , Murrieta,CA 92563 ORDINANCE AND HAVE APPLIED THEM 951.461.6830 p•951.461.6850 f CVWD PLAN# CBEVELOPMEN 3VIM SUPERVI OR ACCORDINGLY FOR THE EFFICIENT USE OF www!s`�weeneya asso�nom WATER IN THE IRRIGATION DESIGN PLAN. Murrieta,California•Austin,Texas Ft.Lauderdale,Florida OF 3q SHEETS L38 734 PLAN SET "G" 03-08-10 - — — . I IRRIGATION MATERIAL LEGEND ' NSyaRE SYMBOL MANUFACT.!, MODEL NO. /DESCRIPTION GPM PSI PATTERN DETAIL n x ,� q ICASSO RD V HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25(0.5) 30 TRICKLE A Ic qy PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50(1.0) TRICKLE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES1.0(2.0) AY ° • ¢ x s UMBRELLA Q a ¢ 4 EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE x � osra SIDES OF TREE TYPICAL. � = e � >o ' x '�� : ' 0 E1,0 s _ e e e _ _ z ¢ SUMMERSIMURPHY&PARTNERS,INC x x x 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 ' R • 8 x , a LANDSCAPE ARCHITECTS SKY DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITYr °°'� " s $ 34197 COAST HIGHWAY,SUITE 200 # Fog a 9 x s � s s o F � DANA POINT,CALIFORNIA 92629 NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032 DRIP EMITTER ON TOP B I? a e x R x e B x a (949)443.144' FAX(949)4431631 s s a a ) R s a go TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPL'INE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C a " " x '� a o s _ • s s x x o VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 181. FROM w Y - s ' ¢ R E A d pNDSCgp PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. Murph Fq M• y R P.O.C. POC 1 -3/4" DOMESTIC WATER METER WITH 1"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A a e x x x s " $ s • x x " ` POC 3&4- 1-1/2" DOMESTIC WATER METER WITH 2"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A ° a x & e U m s R ' _ • - - - W Qo ` s . RU E x I V. MEERIVA = w M N I s C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A . x x x x a x e a a x s # Signature- - 07-31-10 POC 3&4-2"RIP BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A Renewal Date GERALD FOR * 3-08-10 M I ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D sT Date �P POC 3&4-200-EFB-CP SERIES (7) NORMALLY CLOSED BRASS MASTER VALVE D �rFOF CALtFO�� m DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1"SIZE E KEY .S A P POC 3&4- 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF,OFF 11/2 N.T.S. X LOCATION O GERALD FORD GERALD FORD ��SIZE X E O R� LOCATION ►Mfoill! WATTS i B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2"SIZE F These drawings and/or the accompanying specifications Q RAIN BIRD 33DLRC(3/4")QUICK COUPLER VALVE G are the exclusive property of ® AREA SERVED BY METER #3 Forsum/Summers & Murphy, Inc. and their use and publi- ® LANDSCAPE IRRIGATION WATER METER- 1-1/2"W/2"SERVICE LINE RAIN BIRD 1X1-PEB-PRS-D(1"OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H cation shall be restricted to the LOCATED AT XX+XX GERALD FORD 5GE POWER POLE original site for which they Maximum Design Meter Flow Rates: RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I were prepared. Re-use, repro- duction or publication by any TOTAL AREA =53,691 Sq. Ft. (1.23 Acres) 3/4" =23gpm © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX"SERIES STAINLESS STEEL method, in whole or part, is 40 m per Planted Acre x 1.23 Acres 49.2 m 1"=37 m J,K prohibited except by written ( gp p ( )- gp = gp VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS- SIZE AND TYPE NOTED ON DRAWING. permission from Forsum/ Meter flout rates for 1-1/2 Meter=38-79gpm 1-1l2 -80gpm summers & Murphy, Inc. 2"= 120gpm E N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A rA SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #3 PACIFIC PLASTICS PVC PIPE 3/4"-2"CL. 200 AS LATERAL LINES 12" BELOW GRADE L PACIFIC PLASTICS POC 1 -PVC PIPE 11/4"SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L POC 3&4- PVC PIPE 21/2"CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE CONTROLLER VALVE NUMBER PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. A20 20 P.M. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) L,M,N 1" 2000 --STY. OF EMITTERS (IN DRIP ZONES NLY) NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N VALVE SIZE Z O • N I i ? 1 1 , t f f i .,F l ' +' r r l r r• f I ' ? ` ,j ' 1 { I [<I<I< a t` ( I 00 >. l ; ti i1 1 POC LOCATION, REFER iT01NO�E '�' I4ELOW i I I ! I I i 11 00 Z - T � t ? ; 11 I L O i --, __ CONTROLLER LOCATION,,REFER fOjNOTE -B' BELOW z _._. - --- --1 = --- - -- ---- -- — ----1 C7 8 C8 10 ---- -- -- - --- -- - -- - --- -- __ --. T T -- — — — —_ a Q _ C10 - 4 �C9 5 I^� �_ �' ,�� ..,� �`_ d .r• '� __ I 1 1 i 1 318E 1 258E _ Uj Ile Z C) • . n "` -- ---- — 11S,iF' ' ' --- - - � � 1" 1114" T - ,.� U. = 0 w. cc 7.�-77 x_ .aM s:-�x._ ��sc.---_.�...�-----g�:__-- ---*. ---- __. _76 ;a,`�5 ,1 ;,.. - -- - -- .•t ��/^ 1 1 v, Z 1n � ZZ � 53 21173 �,u' _ , 0 _ _ n 4 ° ■_ <, 'e n -._..a -^ -.._ .-...--',-_ - -- .. -- --_----s----__-'-^-- 'mil _ t P'� - _ _ - - ' --- __- -_'a.—.. - --a- - -- - . .- -- n.'_ --- i I� 1 < - - ------ -._ - - -- - --- --__ - co _ Z ,A u ' 1 1 Z ,_._ .; - �/y n ,,....r„ _/.._ < 04 co J 0 O 0. �r n hC. irt._/y_.:..____..-__�--_ w ^b.. .. ��a r r , : ,,��, °t , �%�, ,5 _ 1h ' L.- c, �. r�i,.�.,,.:• _ rru.,. r^ �.,r ..:,�r ,'q,�MNi„(G, - ._�' 1,:.�v,. -.,...�,t:.�.._ ...v,fefi _i.__....,c.`.o�._::_,,.•.�_n....�.1:._.....,.�-,_`L ..<..�Yaw_. .,...,.,. Cam-. `-.-�-_ _ W POINT OF CONNECTION 'T SHALL BE A 1-1/2" DOMESTIC WATER METER WITH A 2" MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO GERAIJD 1 L� NOTE A. NOTE: Q Q SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED NOTEtt' W i IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION I I BJBBLE'K'S AND LATERAL LINES ARE SHOWN WITHIN PAV�NG!FOR CLARITY ONLY, 1 ; i j W Q CONSULTANT. SHOULD THE CONTRAC70R FAIL TO VERIFY THE POC INFORMATION ANY ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES i i i I � 03SA04TKIO _ _ . _ _ _ _. _.. _ _ __ _.__ __-. __. _ ._ _ _- - --___ _ _. __�_ 1 .__.__. _._. .-__-_- ___-_ .______ __ _- _.-_--- _ V I CHANGES f�EQUIRED SY LOW PRESSURE QR tyOl U IE SHALL BE THE SOtf i Af�1D-AS bRECTED-BY OWNER'S AUTHORIZED-REPI:ZE;ENTAtVE.-CONFIRM ALL LAYOUT" + I ( i - -- --- -- Y : sweeney + associates �... RESPONSIBILITY OF THE CONTRACTOR. ? I ILj N�:FIELDW; TH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. t °. ; j IRRIOA IC"DESIGNANDCONSULTING California IMF W MIN. STATIC WATER PRESSURE 65 PSI NOTE _ I i 38730 Sky Canyon Drive,Suite C „ t '' a' W DESIGN WATER PRESSURE 5€ PSI i I TRESS, PLANTS, WALLS, SIDEWALKS AND PERMANENT S�'RUCTQkES OF ANY KIND I �- Murrieta,CA 92563 Q MAXIMUM SYSTEM DEMAND I 2�9'GPM I SHALL! NOT BE PLANTED, INSTALLED OR BUILD IN CVWD A,NDIUSBR EASEMENTS OR � 951.461.6830 p SS1.46a1.6850 f W W RESIDUAL WATER PRESSURE 07 PSI RIGHT-OF"-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. l ema I�sweeneya oc. m CL I j www.sweeneyassoc.com .J Q O ..I NOTE B: I C 11 8 C 12 11 C 13 6 1 1 } Murrieta,California•Austin,Texas•Ft.Lauderdale,Florida .��• d CONTROLLER SHALL BE A WEATHERTRAK ET PR02-24 STATION WEATHER BASED 2E CO LL ,• "_--- - j 1I AUTOMATIC SPRINKLER CONTROLLER MOUNTED WI�HIN A"STRONG BOX"SERIES s ' � ' I ! i _ _._ _- - ( �--` --` -"- -`- 27 4 � ;.� 11 ,,,,, 1 •. � �- O G/� I �1--- STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE ` ( i__-; - SCALE: I �' 20 W W Z Q PRODUCTS -SEE LEGEND FOR TYPE FINAL L _-- ___. ( ) OCATION OF CONTROLLER AND = J _ OWNER'S AUTHORIZED REPRESENTATIVE Pa ELECTRICAL POC SHALL BE CONFIRMED WITH I PRIOR TO STARTING WORK. -- _ tlo. 1 ' -- SHEET DE SCRIPTION I ,rw_ -�—__� _ .rs�rrz;:..�rrs__ab<c ✓. "r-x�' 1„ _ sa _ r''�_� a�h .: ___ _-__- n u :� 1 I I 1 NORTH _ 1 1 O 20 40 60 S --- �� ...: __ �..:'HSE==--�:'YS,'�F`L'SS✓-_ ."Sa�'n"J.�':'S� 78u�X«,'C __ IRRIGATION >' ■ �- ,r-s"§ j ;_7-,,. PLAN _. v JI? ,. ..- 1114'' � _,,s�� I b�i .y4' �.'� v'• c+ _--�� # j t - h- °.' -.^ -$ 1 _.:�. ._.., 4'C f „ Via.. )a ' ,✓- '� ��; , . f � r> tt � 1�� -- DESIGNED ` f "r. _ -- --- - - a These plans have been reviewed y he Coachella al Ater District m 21I2" ,rs -• - DRAWN 211211 --` _ - `�� '�T accordance with Water Code Title 7,Division 1,a apter 3,Article 10.8,Section -_ _ 97 et seq.requiring efficient landscape an irrigation design in cooperation with CHECKED :< ° '"'~ ----_. _ ._ -- a — h 51 1 in agency(City r un f i r< t e local govern y o Co Approval o this drawing by CVWD -1R _ 14 TK • - ._..._ _.-_.. __,... - G e , . -.may '. ...: - .. . staff does not constitute approval to encroach into�district and USBR Rights-of-Way. _.__..,... .. - ,,. - a,.__,...�-.- �- a � .: ° ° .--�-�-=- >� ; ` ' u .__.-----�- Trees plants,walls and permanent structure of kind may not be lanted or _ - --- c DATE P P ��Y Y P y _z * _:- ¢ s4w. ti installed in CVWD and USBR easements or ri t�of-way wi u fir u' ' .s T _in• t.. _ - -F'wb' JOB NO. L...- A. _,%r Ilz+J..J`,t .s3Y'e,..J' °YJ.1*d._ , _._— _ c C o tho st obtainin an :. -_ � x- f- - ;:. _: ,z �4�.,.. .� : - - - e roachment permit from CVWD. g g - 'i't- .f r�` a..,..._ _...ea '. � . I1430q W R MANAGE ENT SUPERVI R CAD FILE NOTE: _-_ DA T I -z I Hr4�fE�-Of�IFPEIE-©�1fI�FH-THE --�r t#,, SHEET NUMBER I GERALD FORD DRIVE CRITERIA OF THE ORDINANCE AND CVWDPLAN# E VfELOPMENT VlCf SUPERVISOR HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER I P 2 IN THE IRRIGATION DESIGN PLAN. OF 341 SHEETS It PLAN SET "G" 03-08-10 L38735 1 _ Nmf= - IRRIGATION MATERIAL LEGEND "• /NSyoRfpRry,� PICASSO IV SYMBOL MANUFACT. MODEL NO./DESCRIPTION GPM PSI PATTERN DETAIL 7 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25(0.5) 30 TRICKLE A _--_.-_ 1 l 1 I 1 CH F 0 1.0(2.0} UMBRELLA 101 TRICKLE _ 1' a �� I ( R PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES MA-f INI —-SEE, IP-4 S AY a ? rr� �� ----- - . _ EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50 . ( SUMMERS/MURPHY PARTNERS,INC SIDES OF TREE TYPICAL. s NOT SHOWN RAIN BIRD LANDSCAPE ARCHITECTS XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR)SEE PLANT B -_L- - -- rTti r i r 34197 COAST HIGHWAY,SUITE 200 DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY ° a sF - p " " Z DANA POINT CALIfORNIA 92629 r f (949)443.1446 FAX(949)443.1631 NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032) DRIP EMITTER ON TOP B l © 'ill � ILLX�'-a'• r I � I f I � 4 A A !3 a i R A ! - a F " ° O TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4n PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C Ru E a a VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM ; I a P ID SCI o CL PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. i 1fa' r i A A R x a a a " - ; a r ` a a a ° �F,O M, iurpYop I ® P.O.C. POC 1 -3/4" DOMESTIC WATER METER WITH 1"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 1" I, POC 3&4 - 1-1/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 3 ` 3�? ! ` I VERME W N r � ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 1" `tyv her i `� " ■ ° A Signature i 07-31-10 POC 3&4 -2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A I ri I Renewal Date GERALD FORD G"ERALD FORD * 3-08-10 ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE p 1 rj1 � t A j `fTq Date POC 3&4 -200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE D r 1 j r - r j P�OJEG TFOF CA 1 1Vox- m DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E ;( 1 T KEY MAP L.00ATI N E 1 i N.T.S. �O R � POC 3&4 - 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2"SIZE 314" `' I l r V These drawings and/or the ►+n1 WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2"SIZE F _.._ _? - accompanying specifications RAIN BIRD ✓4" QUICK COUPLER VALVE ,.� . ��1a are the exclusive property of 33DLRC3 Q ( ) G I �� UT�L I T// 5�'MBOL LEGEND Forsum/Summers & Murphy, L__-- 1 ,- j ( Inc. and their use and ubli- RAIN BIRD 1X1-PEB-PRS-D(1"OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H 1" I I cation shall be restricted to the I — — 5GE POWER POLE y { original site for which they 1 I were prepared. Re-use, repro- RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.#PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY ' � 1 `r�� i � � j �� ' i duction or publication by any method, in whole or part, is © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX"SERIES STAINLESS STEEL J,K prohibited except by written VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS-SIZE AND TYPE NOTED ON DRAWING. permission from Forsum/ Summers & Murphy, Inc. m N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A PACIFIC PLASTICS PVC PIPE 3/4"-2"CL. 200 AS LATERAL LINES 12"BELOW GRADE LIn — — PACIFIC PLASTICS POC 1 -PVC PIPE 11/4"SCH. 40 SOLVENT WELD AS MAINLINES 181, BELOW GRADE L POC 3&4- PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE ` - PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L.APPROVED) L,M,N 1U4° z Lu NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N l 1 i f i Z o 3r4" r'T ! I O CONTROLLER VALVE NUMBERLU �,-- ZO 20 G.P.M. ,� z 1 3 �r / o 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) 1" 1 /// t Y 1J,/ nl 4 1.f ,F '''S a �,�i � ` f 1 � /' ! kj<<<<j< VALVE SIZE ,� _ 314 ODco �- '" [ / sL � 06 _S� 1 I l t M Q 00 n 1x r,,�� 1 I I r ca a .�. W .Q, Uj in a Y y 1 .. 1 Fez?, A � NOTE. 1 _ � . ,�.. � 11� � � C J O MAINLII<IE SHVN WI'lN PAVING FOR CLARITY ONLY, ACTUAL AINLINE LOCATION TO O O BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. Z Go I ! j z \ i tC . , NOTE: d. Y, W O _/ y y y r h• 1l4 �' i `' BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOF CLARITY ONLY Z ^ ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES 3: O (0 ,J N `, \�� ,}--„ `*�a.., lazy,' t��N�{`� -r' ��L r} " � �`�• / 1 AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE CONFIRM ALL LAYOUT O �G G.. .. IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR 0 STARTING WORK. 1" i !w. 1n NOTE: TREES, PLANTS,WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND W I SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USbR EASEMENTS OR CL RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. Q Q 314" 11/4" 1114" t r` V Z 1" 1 y44 ° v~" r ' , f y— + 1 r 1U. SA05TK08 7 y, 0 �, 114�a" 4 J'' � ri � i i „ ; j sweeney associates W —i 1 Q // I I 1 IRRIGATION DESI�N AND CONSULTING xr31 { r C 4 9 „� ,`; � 1xr / 1" 544E 38730 Sky Canyin Drive,Suite CCo x e ,3� 2,; � r = fc // / �j l ( i MwTleta,CA 92563 382E �� '� ` i ' 951.461.6830 p '951'461.6850 f 1 A VJ ! �_ r. n rt x 7 j :7,� �� i emall(�SWBeney�ssoc.com W �,. _._ _ `; F i www.sweeneyassoc.com }y � 3/a -�� '` • .,� �, /2112- !314 1 > � � W--- - i-� urrieta Califomi •Austin Texas'Ft.Lauderdale Florida W ------ / AX r 11 i1g VAX _.,- - "'' _ .. ..v . , . ,::, ,.n l..k _..... w s..;. ._ .. .. , x.. .,. 4, ..,..v ..,--.:i •F-'l. J ,;. _ ... 5,;. , -:,�,.. ... ...1' .,� <.,.s,.. J >:1 �a.�_.._ . ._.i . t;r, .Yti, „ ,-.-�-.�,.,. M. z , ^;,l` / i• W ..:,fix- C^:,,. --"'�` ._._._.� ,�,� �- '__-„_ s.,..x..-t<..r ... r -_.� �r.,a �' .J•x -t — '3'- �. •„ I In _ I = 20 1 1 = Z SGAL ,,y. .. x i ?r f 'J� -.z'✓7.p .ai3`x'...�e;;iL'�'"'�... _ ,,,'1 / '', '°` I 1 i ( Wit- / � w C`■ ad �' ..' f _ Ilia Ir ` _.__ a d + + Y. 1• �I _ -- tA a .--c--� , SHEET ET DESCRIPTION _ ao NORTH2 4 O 2112 IRRIGATION _—....-a---a-._ =+z,"<-" .. . e a. v. .`_ - c.._ ?_, .�� '� F: r>.. •z; �` ,.o. � I PLAN a 7ED ' ..�. - . :v r_ ., .. .» y., f '�.,..y., _.?. . .: r .-':.:.:. '7 ..nth_.- \\ ':: ;�f..$:'..a• , .k7. >a-:'tlao T '_C...S.,._ .,.`Ttb..rc2:. z-;fs.<..:.,. 7: --:3 , I ._._.1_ i I x _______ ______._ _- -a— __ -- (�� These plans have been reviewed by the Coachella alley Water District in DESIGN ------ _. _..��---� : 1 ( JL � . . C 15 —� , ' A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN S& -_._ _ �•1 R I 65597 et seq.; a requiring efficient landscape and irrigation design in coo peration er ti on wit h CHEC KED local governing agency(City or County)."Approval f th s drawin b CVWD --- -- ---- — —_ —---- TKT _�_ — 1f - staff does not constitute approval to encroach into district and USBR Rights-of-Way. C 15 29 O Trees,plants,walls,and permanent structure of y kind may not be planted or DATE �STR4 �O/2�J/OS installed in CVWD and USBR easements or rig t-o-Laay without first obtainin an _----__ JOB---- - - _._-._.-- ----- __-_------- ___ __----------------------------------- -- __-__--•-- ------- ---- -'--------------_----------...---_-_----_____ -- ---- -------__-____--- --- _ ---_-------------------------__-��3p}-� - ----�5�,•�i— ��ro//��c t permit from C V WD. ) NO. - 11430Q CAD FILE DATE A R M A M T SUPER O NOTE: S NU ER I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM CVWD PLAN# DEVELOPME RVI ESUPERVISOR ACCORDINGLY FOR THE EFFICIENT USE OF I P�3 WATER IN THE IRRIGATION DESIGN PLAN. OF 3q SHEETS i PLAN 03-08-10 L38736 .Ad � a � oil p, All S N . _ b. v HpR.pR/I,E _- . . --- , n _ 3 g � s R_ x q c q o - s s o tt ' v. \ 1" i 2112' 0 - - - - = f - - " Ic 4o s s _ a s g & a a R R Q z t S R tZ ! 1 � R R w rue::. i __._._._. __ ._. .- e - 4 sf+, __�_ I t�1�- —- t �� I �� I - - - R I KY AY 9 R I � MATGNLIti - 5F'I { ( � - KAN SKY AY " a a a 4 f R st iii, � i I I i t i ► ! r � I t $ 1� s s . s _ _ a g s a e s : c s f '� E f f ° s = c i � � I I ;E �� I: I __.; i i ,¢ s x s �Vi a R s11 , I I Ili ; 1 I; ► 211x" I - j 1 ,, `1 u �y 1 f i s s f - s s g = g 8 0 • g I= R SUMMERS/MURPHY&PARTNERS"INC I f R a a ;I �i� t __7 i e °� R $ D R R R Y s LANDSCAPE ARCHITECTS " _ " �' } i : s t� f '� x = ¢ f R w 34197 COAST HIGHWAY SUITE 200 1 f r_ _ g e R o s MATGF�INE -WE BELOW-R16W t I ' ` _ I g _ g - ? _ s s g Z DANA POINT,CALIFORNIA 92629 " f & o s �� g' g� IiIIiIIiIiiIIIiiIIIi � I� I --- t' I j s _ c ? a < = i R R ss ¢ (949)443.144i FAX(949)4431631 -.. .. I ,��. r i I R R fi g _ g s f p g a g g 6 I r I '-- _r I ; I i :° s f R : -. ---- -`- - 11 !,I I i .'�, I I t '� S R R F 8 _ Y n - • f R R R R = g r L ! E R R S t R R $ f _� `i k 11 ! �r�� ! I- _( ! E _ _ g a �. lil y I - s - RU s — _._ --i i it.�: !INle I_-- � ' I .- +� nn�2 tr,� i.. j f� i = a B W Y f ND$(,' > _� I iI i i 1 C .r , I ( f a R R R R X R a - « a ! a - f . E Q F 1t ► r r a_ I a s s a R R R s ss R R R s f gRu f PAur q 1r �` 21/2" ; I I POC LOCATION, REFER TO R e f Q M phy p i I i �r a - --- 1 _ t - R f 9 "- ,i ( " c �, 3 NOTE 'A' BELOW RIGHT u r r R m z " R a _ 1, I ► �{, Y _--.._.r 1 ! ' y es4.✓ I I ! ' ., U - ^ R K p R R R & A R R R S 4 • .. - _ � rl ' j �! j 1 t" }_ _ I �'; ! CONTROLLER LOCATION, REFER e E wA N - R R E w ►n N Ilv s . °� `� 11 ' L_ , I I l T >�': TO NOTE 'B' BELOW RIGHT a - 4 W 1 _��= 21f2 ! o - - - - " a a s a a s R g R a a a R k Signature 11i r ' I. i '� (, ; i/ i 1 r 4 4 S A R R 8 R R 3f4 - ; 1 111� � �r T. - ;,", J % o7-3t-10 I ( i I 1, 1 _ �! ( Renewal Date n GERAID FORD g I1 { � GERALD FORD �GERALD FORD 'M� At 3 D6 I, 1.— 4 . GERALD FORD 3-OB-10 V __ t` ; \ I ! �'� Date �P „ , j ; i 1n I .` , _ , ! ATE o�� 1 I - 1„ I I t 1° AREA SERVED BY METER #4 0i \ KEY MAP fi'ROJEG ��ca uF 8 D5 �� tl 1 r� I ��®', I LOC,AT16N E__ _ - ____— � f-- ,.._ r, 1 N.T.S. ► - } *' " i ® LANDSCAPE IRRIGATION WATER METER- 1-1/2"W/2"SERVICE LINE ��` h I I _-------__ __.__ _ ---_--.-__.. 1_� �_ .__ I _ LOCATED AT 38+00 PORTOLA AVENUE 1» I ��. �R \-� \ ' II These drawings and/or the , 1!r \� !I ; I accompanying specifications r Maximum Design Meter Flow Rates: i 1 k 21 " 314" i ( I g, _� \ t TOTAL AREA -81,264 Sq. Ft. (1.87 Acres) 3/4"-23gpm UTIL�Ty S*rY3OL L� r7�Nt� Forsuhm Summe s & Mury ,h f �z, ; 1 `' II I y) ! ( gpm per Planted Acre)x(1.87 Acres)= 74.$ m 1"=37 m Inc. and their use and publY- \ I ! I ! 40 gP 9p - - ,� 1q0 ' - I I - ; Meter flow rates for 1-1l2" Meter=38-79 m 1-1l2"=80 m cation shall be restricted to the f 9P -- - 5 E POWER POLE ___ 1 ! �` I) I _ G original site for which they 1ii , ,.._.. 2 = 12 9P prepared. P i lit �: ; �``A were re ared. Re-use, re ro- y x �.� I f I i --I t - ; i duction or publication by any _ _.______.__ _____..__..-___-. _ ___.__ A. 0 m f i 1 rA 4 s,u s 2112° „ 31" method, in whole or part, is ; ! .ti � 1 � SUB—ASSOCIATION h s r prohibited except by written I i I 1„ � i permission from Forsum/ __._. -- k I I Itl ummers urphy, . _ _. .__ _ ._ S & M Inc/ , 1 NTS. ! IRRIGATION MATERIAL LEGEND y �/, 3 � ' ! 1 h ' == ' r I` i SYMBOL MANUFACT. MODEL NO. /DESCRIPTION GPM PSI PATTERN �ETAIL I c I i. I ; / ► ' - l j I 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25(0.5) 30 TRICKLE A ?i ""`J i i ,� 9 PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES 50 1.0 TRICKLE ► j ! I - r I PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES 1.0(2.0) UMBRELLA I h �a� j; ; — 1 - I ! n 314" I EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE �.-' ':I ; A i n ; I k I + , , i 1 I I SIDES OF TREE TYPICAL. '` 1" C�i`i�fi '; ' ! ; ��s. 3l4" ' i '1" ' 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 } ~ im,11 � ' I 1" I ( % DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY Otis I ! ! I_ 2 > f s rMj '- I y bf,� 1" `'i NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032) DRIP EMITTER ON TOP B Z 1 =!.> " 10.it © TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4 PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C 0 :, t-� , 4 "- ~` i I ! i �� It - 31q" j ! I E VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM _ _. _ _._ „1„ ! ��,' PAVING. INSTALL ALL FLUSH EQUIPMENT VALVE INSIDE A SEPERAT " s 1 ! 's I09 I UIPMENT PER MANUFACTURER'S SPECIFICATIONS. t h '� I - I ® P.O.C. -3/4" DOMESTIC H 1"SERVICE LL" P 1 ESTIC WATER METER WITH R ICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT t . i ti T - -{ I ': POC 3&4- 1-1/2" DOMESTIC WATER METER WITH 2"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT NIA 0 r- 5! .yam+. I ;...___..__.I t .` k 4 .r, e a f a �S 1" t + I . , -1 I _....._ i, ;SL, 314�� f ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A sri 11 . _- � G�,m � I i .;i s � }F ; w ' ;. � � � � �� t POC 3&4-2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A t f, 1eti +I I � Fr i ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D i II ► �� I: I ? POC 3&4-200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE D (, I j t`, r 1I .1 I! r� 4 , i f W ��, - m DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E Cf co G -j "' i yl % I POC 3&4- 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2"SIZE CC I ; N,5, i i '�' ,� ;' , I E M r1. _ 1 t_ `t; j �r�s. 1 0"-O WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2"SIZE F - _ a - ._ w ! i I , i 1 D � 1i I ;; . j ,11'.1-4t I RAIN BIR 33DLRC (3/4")QUICK COUPLER VALVE � G It �.''' .I•IN , ' i J \`', n U _tea 1 I;_. _.' I ! n " �'�`._ ! ' I O _ ` y 1 0 RAIN BIRD 1X1-PEB-PRS-D(1 OR 11/2 ) SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOVIA �"` H � a 11 zip^ - \i 1 n1 -j i { ,, W ~ i , Y k ,, , ,Z 1 ! �/ ^ �. 1 ? ! & RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.#PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY -+ I Ll µ Z V If, 1 w 3 4" ; _ Q 0 't, " '^ -F �'° ® WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX"SERIES STAINLESS STEEL J K Z M VANDAL RESISTA I , � �.. " 1114 i f-a NT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS-SIZE AND TYPE NOTED ON DRAWING. m = W J ` a .. ^`.' „ 11 _ ______ .._._._ _; 314" 21h 1 I t i N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN VERIFY ACTUAL LOCATION IN FIELD N/A r. `` CC a V ., ,_4. . % x �1/4" - - "- _ PACIFIC PLASTICS PVC PIPE 3/4"-2"CL. 200 AS LATERAL LINES 12"BELOW GRADE ` `� L Q Z -- _ - `� PACIFIC PLASTICS POC 1 -PVC PIPE 11/4"SCH.40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L WIII iW Z O _.__._ _...___ .._.__. _.___., 1" 2112 I R ; I ``, I—� POC 3&4- PVC PIPE 21/2" CL. 316 SOLVENT WELD AS MAINLINES 18"BELOW GRADE Q � a CD - - .._.-- r I 1, ::. PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M Z Z O co 4p• ' PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. Q J N _. 1 } I 'il �, ; ! 1. O NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) L,M,N O 0- �- �: ` ! f E i it ! ' ' I ► 21�" j 1 ` ; a NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N I I li I `` I % !. I ' I STATEMENT OF WATER CONSERVATION LLI — i } 1 ( CONTROLLER Q. f 1_ �, 1. I 1 ! ii I I?w , i VALVE NUMBER �I, 1 ! � � r I 4 h/ , Please note the following principles of design utilized on this project directed specifically as Q a . N y .> % 1 l`� A2Q 20 conserving water and improving the efficiency of the irrigation system: V Z 1 I t �ik I ^G.P.M. 9 p 9 Y 9 Y N ' t I` i 1' 1114" 14� k 1° f ` 1„ --QTY OF EMITTER ( DRIP ZONES O I�'„ O _ - �k'- 12 D1 t/q" I j 2000 SIN ONLY) Utilization of point source drip. U. , / . i 'I N t 538E 1" VALVE SIZE ' ; I ► 1114" n 1" }1114' a Irrigation zones separated by plant material types Q " f _ � �,` 1„ t Irrigation zones separated by exposure and orientatio . `i �' ,v I _ J 11 D9 NOTE A: Utilization of controller with water budgeting feature. -y 17 i _ ` 11/2.'_ ---� ! i j POINT OF CONNECTION '4' SHALL BE A 1-1/2" DOMESTIC WATER METER WITH A 2" Z - __ Is 11 "` _ - 1" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE . ' `` I 23 �) F _ ' 1" I 1 t FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE D$ '' WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION a CO __ __ A x:: 13 s GATHERED AUDITOR PRIOR TO TURNOVER OF PROJECT FROM INSTALLATION CONTRACTOR TO__. i i „ 1 .`uY ham. , i k _- i - --._ - --- " 1.5 , , i 1 . DIFFERENT THAN THE ACTUAL POC INFORMATION GATH E it: _ ..-. __._ ,f IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION EMPLOYED STAFF AND EVERY 5 YEARS THEREAFTER. IRRIGATION SYSTEM SHALL BE W _. ._ UJ jr, 31411 , }>'{%i __' -- ' f'; C% i CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANC' TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE �. z Y,1�11' R` 5 D� ► °7 _', I CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD J Q Q �' �, 188E 1" _� RESPONSIBILITY F THECONTRACTOR. HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN < CU M a ---- O r 4C'R) C.- V I I � 211" - I MIN. STATIC WATER PRESSURE 65 PSI II I �j F' O 0 � ` DESIGN WATER PRESSURE 58 PSI SCAL � I = 20 O w Z V F- ► ' !' I I 1 j MAXIMUM SYSTEM DEMAND 35 GPM _ V 32 D4 H " 1112" ` I ! i i ` ; 1" RESIDUAL WATER PRESSURE 07 PSI a 1 N "i t,; I 15 31-11 ET DESCRIPTION � l ' w i I--- f�> f D t �__- 1 1t1 , 11 f_ ► <„a ! CONTROLLER SHALL BE A WEATHERTRAK ET PR02-24 STATION WEATHER BASED cHE „ � " 1114" 4 " i -,- " n 1 I I I I J 668E 1 ' 1114 1 .; - __- _ I I AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A STRONG BOX SERIES O 20 4O COO SO NORTH 11/41 I ' ku 1" 1° 1" I I k� i ! STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE IRRIGATION 6 D2 - 1 �`� j ! ( PRODUCTS SEE LEGEND FOR TYPE FINAL LOCATION OF CONTROLLER AND PLAN 3I4" t1° ! ( ) 03SA04TK10 1114" I ! ?T' i I ' I I ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE + 278E 1" „r • sweeney associates I 1 I PRIOR TO STARTING WORKr. DESIGNED " t 6' f p i I i IRRIGATION DESIGN AND CONSULTING r ' J.L. 11 D 1 ni 1 -. 3/4" ! l ! I California1. y These plans have been reviewed by the Coachella alley Water District in DRAWN „ a - 314" 1314"I ! li. NOTE: 38730 Sky Canyon Drive,Suite C A T E C apter S&A accordance with Water Code Title 7,Division 1, 3,Article 10 8 Section ! MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO Murrieta,CA 92563 R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with 1 0 1 ; -_._ 4• it, I ; ! BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 951.461.6830 p-951.461.6850 f the local governing agency(City or County)."Appioval of this drawing by CVWD CHECKED TK 11 }/� ____.__ __-- . _ ► ' 21I2 t staff does not constitute approval to encroach into district and USBR Rights-of-Way. __._ _ ____ -_-- _-_ _. .._-_- _ - ;` 1" ! I NOTE: email sweet'yassoocom P P DATE F { _ www.ssweene assoc.com O Trees,plants,walls,and permanent structure of an, kind may not be planted or '' `M , ,µ7, - i /S T R C' installed in CVWD and USBR easements or ri t-df--way w' out first obtai 'ng an 10/25/OS __.- _..--___—_�_-f�_ '--'.s .gird= .irr - �` i�-- �� t BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, Murrieta,Califomia•Austin,Texas•Ft.Lauderdale,Florida __.__._ ____..___�__- __...____' VON3 ment permit from CVWD. JOB NO MATGHLINE - SEE St�EET IP-3 -- --- �.r - �r 1� 1..g�. g� , ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES 11430�1 I __ . .____ _-__ MATGHLINE - SEE ABOVE- LEP r OWNER'S A LAYOUT r � 1. _____ _ _._.__ - __. t AND AS DIRECTED BY OWN AUTHORIZED REPRESENTATIVE. CONFIRM ALL LW CAD FILE ..� E I I "?, IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE: DATE G NTS R SOR ER M NA SUPER �.," f- raj ! I I HAVE COMPLIED WITH THE CRITERIA OF THE SHEET NUMBER Ij TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND ORDINANCE AND HAVE APPLIED THEM CVWD PLAN# DEVELOPME R E SUPERVISOR 1 SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USBR EASEMENTS OR ACCORDINGLY FOR THE EFFICIENT USE OF IP I I RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. WATER IN THE IRRIGATION DESIGN PLAN. OF 3q SHEETS L3g737 PLAN SET "G" 03-08-10 , -1 -f*- )` /Nq y Sy P1. SO DRIVE irU oRF H - 99_..- IC 4 R R D17 Y _ _• - p. KANM in, �, R _._. v ( q a Ir H m q s SUNIMERS/MURPHY tPARTNERS,INC I H H R R LANDSCAPE ARCHITECTS j „ H H & - s a z 34197 COAST HIGHWAY,SUITE 200 a : H 1112 �� D 16 13 _ - # # F a s _ w DANA POINT,CALIFORNIA 92629 i H $ @ ( )443.1446 FAX( ) 31631 1 554E z R 949- H a 949 '— H � _ S H _..-- - W Y / g 1114" - / H R n q R q H __ _L-_` �NMurp/>Jp ----- 1114 - 1 :..:7Wa. _ .`_^■O R R A i q q i 8 - R i1 1J(1 Y° _ INA 1114 Q _ _ 111 n -^�-<... .� �.� � �' _ _..- _ _..____. .._�_ + a S R s RR 8 A 6 8 q i q a Signature 1 � _ } 407-31-10 JrRenewal Dot If GERALD FORD ERALD FORD — 3141 _ - _ ------ _ ----- - U. i ,- - _- t i I! � � 11 Y M I �ATIO LO N N.T.S. { v r t _ _ / \ R� , N. , C �, These drawings and/or the accompanying specifications property are the exclusiveof 412 � UT/L/TY SYNI�30LLEC7ENL� iorsuc. a� }he muse and publi- cation SCE POWER POLE cation shall be restricted to the C I original site for which they /; / } f / ✓ / \ "^. tis£j�o . 2� n ^-`• -, r t r I,c .. �1 c} v � Y3" ` D1 1V _ were ro- 1" Y �> ' ; publication Y Y � �c �'� �� „ ductionrepoared b epan�\ 1 / !� _. \ _ y° ' r, 1 q ;, r Sy ,' 4 L , N •. 1 1 716E i is , -�._ � \ :. \:. � r.,JCi'r5+. h: .>�:. r>. ri. ' l- ... f', 't-..,, +, f1 :. : ,� 'Y�;.'•4c ,t. v�'',•v , '". � .. r 'r; f��,�� prohibmethoited except by whole or part, k^y3 . - - .r .� y. t..,: 3 fi r i permission from Forsum/ `--� Summers & Murphy, Inc. -$�"; �`��.., x rJ tJ 4 ark v 1 , xr \ k -yam Y v• `\ \ ` fi 1114" � T w� 314 • tl �'r' I i � \. 'T\. ti\,\ � ��y(�k T;�`�"}� 11l`�` �d-�! �\ .�-�\\ II - rY /l/, Z z - � 314 `,� ;� �IJf J�� ,t"`ev-. �.. •s, ' =� I '_ C 31_14 i z c, R x 1n aY"7 W _ t''` } M 0 NIA",InO j GERALD FORD ?' 2" to CONTROLLER 1112 1E I I I i N GERALD FORD VALVE NUMBERAk 1114 k.J ®AREA SERVED Y METER #1 CL A20 20 ��^.P.M. 1n G 1n f Vl 1" 2000 —QTY. OF EMITTERS (IN DRIP ZONES ONLY) ,'? ,�/ Z U r W LOCATED ATIXX+XXTMIC AELANGELO LANE4 VV�1 CE LINE VALVE SIZE 1 O Z < 1n t I W y j g 41 -. Maxim Design Meth O 3 � _ fn „ r Flow Rates a . J Td7AL AREA-7,616 S Ft. 0.17 Acres 3/4 =23 m — . , 35 D14 n ILL U " 40 m per Planted Acre x 0.17 Acres 6.8 m 1"=37 m �` 1" :` � 4 1 I ( 9P P ) ( )= 9P 9P W 0 Ol 1.5" P., 314" z f i Meter flow rates for 3/4" Meter= 1-22gpm 1-1/2"=80gpm Z 1 ;yam ram`` � ° i I 2"= 120gpm co O Go IRRIGATION MATERIAL LEGEND ,o D13 1 ,n _ ' ' w z QCD 1° 45 1 I i 4 I QL 0 co SYMBOL MANUFACT. MODEL NO. /DESCRIPTION GPM PSI PATTERN DETAIL I f 1 A SUB-ASSOCIATION LANbSCAPE IRRI ATION ZONE #1 z 21 D12 1n I 1 N.T.S. NOTE : SEE IRRIGATION PLAN SHEET IP-6 O F. J N 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25(0.5) 30 TRICKLE A 1" 1C'; ! i ' FOR IRRIGATION POINT OF CONNECTION#1 O G. m a v PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES 50(1.0) TRICKLE 11 PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES 1.0(2.0) UMBRELLA 3 D11 314 EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE 1 SIDES OF TREE TYPICAL. ``.; ; ( i w I ; 102E a 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 .'; 314n - - j 1 i NOTE: Q DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY j ► 111" I I I MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO U Z NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032)DRIP EMITTER'ON TOP B -- -------- - — - - _- I BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 1 O © i~i,i TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C NOTE: LL VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18"FROM "�- =�- -,_-__,__ - _-1"- -- -- �?--' 1 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVIN FOR CLARITY ONLY, J - - - 1 i ' -� ALL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH w a PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. n 210 ; , I I ACTUAL OC S L G H TREES it co V MATCHLINE -SEE SHEET IP-4{1 1 _J 1 'i AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT ® P.O.C. POC 1 -3/4" DOME:STIC WATER METER WITH 1"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A �_ •� ..r>r__ . _ _. •I�-_ _� - I ` L ■ IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PR�OR TO STARTING WORK. Z POC 3&4- 1-1/2" (DOMESTIC WATER METER WITH 2"SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A W ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A ,?J ! t I TREES PLANTS WALLS SIDEWALKS AND PERMANENT TR CTURES OF ANY KIND W y :- 1 POC 3&4-2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A ! I S IX C SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD ANb USBR EASEMENTS OR w ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE p RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. LLJ �. 0 _ POC 3&4-200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE J Q Q D ,QU � a ® DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E F- O POC 3&4- 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1112"SIZE E SG L�: III O I W w z V ..1 we4 WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2"SIZE F Q RAIN BIRD 33DLRC(3/4")QUICK COUPLER VALVE G a ~ ~ C) RAIN BIRD 1X1-PEB-PRS-D(1"'OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H n,w SHEET DESCRIPTION RAIN BIRD XCZ-100-PRF-BF 1"' DRIP REMOTE CONTROL VALVE KIT WITH MOD.#PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY 1 01 20' 40' 60, O ' NORTH IRRIGATION © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX"SERIES STAINLESS STEELi J,K PLAN VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS-SIZE AND TYPE NOTED ON DRAWING. 03SA04TK10 sweeney + associates DESIGNED J.L. ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA IRRIGATION DESIGN AND CONSULTING These plans have been reviewed by the Coachella alley Water District in Califomia # A E accordance with Water Code Title 7,Division 1,C apter 3,Article 10.8,Section DRAWN S8rA PACIFIC PLASTICS PVC PIPE 3/4"-2"'CL. 200 AS LATERAL LINES 12" BELOW GRADE L 38730 sky canyon Drive,suite C • `` R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with Murrieta,CA 92563 the local governing agency(City or County)."Approval of this drawing by CVWD CHECKED TK 951.461.6830 p-951.461.6850 f PACIFIC PLASTICS POC 1 -PVC PIPE 11/4"SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L staff does not constitute approval to encroach into district and USBR Rights-of-Way. POC 3&4-PVC PIPE 21/2"CL. 315 SOLVENT WELD AS MAINLINES 18"BELOW GRADE email@sweeneyassoc.com p Trees,plants,walls,and permanent structure of an kind may not be planted or DATE www.sweeneyassoc.com Q S T R 10/25/05 installed in CVWD and USBR easements or right- f-w2y without first obtaini g an PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M Murrieta,California Austin,Texas Ft.Lauderdale,Florida encr mentpermitfrom CVWD. JOB NO. _ — — L 114309 PLACE BELOWALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CAD FILE DATE WA MAN EMENT SUPERVISOR NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L.APPROVED) L,M,N NOTE: 5 NU/B ER NO SYMBOL 3M DBY 6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N I HAVE COMPLIED WITH THE CRITERIA OF THE CVWD PLAN# EVE OPMENT IC SUPERVISOR / ' ORDINANCE AND HAVE APPLIED THEM I ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. OF 3q SHEETS PLAN 03-08-10 L38738 `y t :i '- . EXISTING IRRIGATION AND PLAN NOTES � sN°Re°Rf aCASSO DRIVE r c tN : PRO � __, m r-�.RIGATION i�JI,�It�iUNF ,o w ! ' a # � R g I R # 3< = 3 ? # �� T Sii � I- z;�4 , ,q` =33 1 7 a 's �,-.�; � x.�Tl� SHOWN FOR REFERENCE ONLY. °j r1 l�ILINE ICJ�i t-I1S f�'i'PRO,}�l,t IA!E ...uCr"it i i `3 r�ND �:'H LL REPAlI r-ll�:D ��.3-'3�__, r ,,.�i''"�F�i ems.- i // I. I # I -:r.. T j 1Y t t"; f !.°_1 f' ) r" -. v® 4 ,� ., i \\ _ a / t .z ir}i „\ Ir l rtS Py, _SSA ,Y Ri ,wry i � t �. / I f-f?L Ri::Il��r3R:ujNDT .C�ER t_f' �\ /f ° z g _ s : a ;r � # R � R s °' - "l ZT"i�� " , s3r�% . ' :V� aL15t wiv`7 ; i2l� r, %!` L)`'' .i:a�a `` / _ - R R x s /=\, I S AY II R a \ e � {*_.! S . a/E r{ 4 i-4 ii.,`Ri ,•\\ t 'L l�� i",. ,�r \�.r €,' .?\.�.�'"4t 1.;I I�..J , I _ _- e 1 IY r. t ;I\} 1IN �t_..._ ?d}-t. . t'-' .�1V -_`_Y...= .A.. :2 ,r✓_.__D tRI-", i-,._.,'-',_N r?:=vk , '.F, -,P\ ,�: I.'h';.o�Iitv,.-.,1"'NI,r_ / \ a s C 8 t a 5 § 8 = ? _ $ >•i 11 - •.�.,+.,"x` :'� ' r; + 1 VC) f' f ! i C 8 dl s 7Ve R s R e SUMMERS/MURPHY&PARTNERS,INC J g : p LANDSCAPE ARCHITECTS 11, _7 1\J, >I § � P� � # '? R � R R R � 34197 COAST HIGHWAY,SURE 200 # F R s ,, DANA POINT,CALIFORNIA 92629 ' ,C)N A tOR) S sta r(,�'1 NE.'.CT VAI VE._ - ;216 c�. 5{_/ 0 !;'H'E E XiS"rING S s7.in V+"iR .. � /' 8 0 R r A W 9 4431446 FAX 316 : %L2 ._ ) i'z' r: ,rC A. It<a4_ `/��> j. 6 / i" = g �� R x R a R < (9a) Ax(9a9)as 31 ____.._ _ -_."-,.. ___... ___. .___.__ -_..-.___..___ _._.___..__._ _._ __ _ R - 4 / F R O _11 _-___.. ._.-_..__._ .___.__.._ _ ' -�`` ,- � '^-', / -\,\ i$ 8 R R 8 ° R R S 8 R R O _ R _ r _ t.,_ ..__, I: a t �1 / a R R C R s $ , ,.. SPARE , ?}. cC rU`°.L•."S ARE AVAILABLE.i. ti,%,l K"i. R � 1 F , t_sl_I j.�A,`R',r--_S r"I`�t_,'i�; / _'/ :'��/` i � .!i :;!�iJ' CONTROLLER I l'l{�sf_I_l,�i`°' �1� it"' Y,,I .l.i",.��f1. .Y, UPGRADE vw.,3:ki,....._;..�..'4 a..-r ) �,a_J_v-. i ii 01 `/ ��; \1` / / _ " 0. a 8 = a - _ Q�" t� R R w R R x R �F. Murph .___ __ .,_____ - _____ __,_____ -_ __ _ _ _ _--._. ._ .___ . . ___- . . _..__ / - F : x -_.___ :e a x /; ! 1 "A I.- !/j " z x R R _ ' ° do y / Vi 1�, t ..:_ `\`' ,(7y'�'r l/�/ / -...-/ • K p R R a a R F R O _ R R 7 s " N +�\ i' v,i /I >1, ,' /� \, V EER W w M RAIN s � ---I R a A a R a RSignature / ~dl 1�, J r ;, w \ \\/ / _ a : R R R R R R § 0731-10 /� 14" / r / / � / f/� " — � i r / / / i/1 -i \� GERALD FORD K Renewal Date / //� � J l <�'% i J/ / \ GERALD FORD SJ Date �F 3-OB-10 / 1nr r,\ `/ % „r /; //\ I/ \\ �\ fi20JEGT F cau OF F / , r� � � �F 0 / ' - / 0l8 , KEY MAP r / 11 ;, �, �_ kS"` L \ //;% / N.T.s. LOCATION 41:, r` r, r.°r r '' •,.` N a car S- r f T � '.. / fir.;/ ,, 4t , ti �4� / / drawings rid/or // These draw a the n sx :C � { ram,/ 1,�� r; %. / ;, �_ � j ,.,.v �w accompanying specifications --- -- - — _ ''``" �' � '�4 _ � $ 3' �' �� _ are the exclusive property of - �, _ v �, v -_ � ` ' �. `� � :_ ! UrIL I TY SYMBOL �BC7BN1� / p i \ ,_,, , s i j �� -, �lil.R `�� / ?�� Forsum Summers & Murphy, v vv \ x %�/n x YY ram_ Inc. and their use and ubli- �; - A. V A \ \ ;> t ;� r , v✓ �: 1 -- �_ x/ ,. cation shall be restricted to the v ti(-i iw v v v / / r� ;� t o r /I - — — SCE POWER POLE �: A \ L a >.� � is original site fo V \ �`��. ' , = \ \. which they }��;, vC :,.. :A NE,i , ? •- _ „ 1; �` V :.r I ��, /.. 3q // vem u 1. ,.., F R� � e r \:J .NR .,_ \.. v A � , �,.Ih, �sv cs' v \v � / � � z�3 :- c � ,� `� �� y�� .�, 1, " fA were prepared. Re-use, repro- 1- 7 f / n .. .,':� '"- A., �;'1,;,, "I'' i ' ;.= shy. .... -._ € \,. / ,_.�..-� _s 'r _e 5. yv _ / ,, j C; =i ,..,:. i r ;i. t�Vit! L..: �a\• , ! 1 , _r 11_�J ` 2 �' \. A i �S,L;- , ;.a t, ? / n `V dUCtlOn Or UbIlCatlan b On \ .. .,,.r. .� A . tk .,. „p-!, i:Tt'u. Y€ .:`.,`a. •` �- "> :-.� / ice _ %- ..._._�. - __a �`� a., , 'G• < e- s-= .� � •--'>.. .1 -..- a _ •,=1..., i• ^z^�\.;2 ._ s__, - `� - n v. In Whole Or part, is /4 , , � �r\ r ., , , _. . ., A v __ r r b written 3 11 Y ,, \. : _-,,��''^^, , .,,t s�F, a_, ,, ,,c). c ,.. ,_._ :,,. ,,..Jt,,;t.,i r .a I'.E.a- ___ ,a..r .v ,� s__,r�,-? ^, - .. < z t_. .�... - _ method, 1 - � -� prohibited except -- \ \ permission from Forsum/ �� / Summers & Murphy, Inc. �t i \ \ y \ \\v \ / h , .-� , W s �,, II /� 'r �� P Y. � \\ V , // " L `/ \ \ \ \ /[ 314 �� , 11 \ \ \` \ \ \`., \ \.. ,\ / i� .,; _:.: { ,'j:.; ,-'f`a_'Y'r ;,., :r..l h.. ,. ..�.a`'.' /l 11 i} f Q /f' 11/4 ..: _ - I L,�'�d>(. ,N; �: _ \�\� �``� ,li \ , , \ \ . . ff ,, F.., x-r 'r p s- , :J .„/ t f ar ;...- /,'11 % _ �""... l l \. \ \ \ , \, \ G t z\\\ ../ -qf a `- J _.> !4" \ \ �. .._ _ 1-1 �� \ , A . 1 A \ \ \ / -, , - t - & / - �s..-,. -F _� VN,Z� v � T � 3} k _ v\. \\ AV ` 1 ` A A ! i --�}� ," ., a- -1_ i A/�✓ /,� '�'ry,. 1-. u� L Lt a;-. - -`:' lkll�' -r / �`— I -\ T, \ 1. A V �•\ \v ` A Y•,, A.• ;; '�_-.,-`k�-.tab'-,' - ,�5:_ :' r , �, r x ems-: ,�- 'f :I/ _ _ s"` "r { ., ,n , \ \ F -\ \'• \ \ �' \\ \. \. \ +y �-zi-' .y� .try-''s " .Si,-t a•�. ,.�..T�'• �� 1 ,%/ / / - - _ �� P / \l `. \ \. `'\ 4 68�? \, �. \ i 1n --f .(- -et t1, yi. .,:"'i 1 ". 2' f v' `I- "`»�-,�.i/ _ i / ' - - „'� �� --- \ ,\ \ \ - \ \ \ �.. n r-r+ -s.e'-1-1- -F ill--Y*y- • `.� '�" 3 -2'�a ''-�, f j, .,4�r', , _ \ \ l E 1! �: j.r,..+`'Y -._4 bw..h.�,} ,._,.z ::,,_ a.s.,a.-r. x lit 1-"s.11: ;- ,i _ w A -, m_. _• � _. fir, l'( • e 5 ! \\ 3 J A, ,,...� .,,V \ V A 1 \ `, B�? \. \ �P '`� �'� ,:� �'`:g'�:c '._3.:.� ,:5 ' 5. in -,,; ram' �'I- .+,. .; ! _ !%� / - „`' ^�_::: ��r 1' t / \ \ \ \ \ \ „ a / �14 a s / f f \ ,Ury , _ _ - 1 1 , /j \ \ > r' \\\-\ / ,,,, 1. ,11 "//�05',- - . - � /' �( \�_ i V \ \ \ a » /_' 7` / A \ \ L () / _ \ /y _ {/ `J `\\ \ `\ \\ \ \ \ \ \1 \\ I A,{-. ` / � . _ --1". �� \\ f\ �'^T 'i" -, i _,`f- - I \� / �,� \ \ �\\ ��` �t�t ,I.\ \ \ \ /// �.� \ to ...«._ •\ v A v -t ' � � � pv 4 -�. �� -__ _ -2112,751;7� / 1_ A \ V A \. v •, f v. r.:. 1 w z> -tr-r r-s.,c'�- `' s-s 'vL` °F �- / / _ v ,� _ •� Y�:_...,_ _ ,o-..Yam-. 4`v. �. ' / _` \. 1 \ \ / - . <.,.\ <f .� . -, \.x� ` / / NOTE C: ,\ \,, \ \ \ \ \ ' - \ '' _- >, 14 POINT OF CONNECTION '1' SHALL BE A 3!4" DOMESTIC WATER METER WITH A 1"SERVICE \�; , ; \ % \\ \- \, ; ,, LL' f t� ;1 y\ r� ti, // LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR kJO<a a ` \ \ ` 11 r a \z / TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS \ — \` \\ \' \ \ / -- FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE \ 11 \ \ \ \ >, \2 f \ t, � �- a�_'i n \ \ FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION ' \ v v\ \ y v. \ \ \ \ _ z. \\\ v / :, \. A y A `�v v :-v s / s } Y /` !� ` \ /\ CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY -\ _ 00 \\ \ `' , \ \ �/ �dd$ �p- ' ', 86�3\ CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE O G I \ \ \ \,��!\`\\ \ " '` � 1 __ 1,"\/ \ 1,1. \\ \\ \ RESPONSIBILITY'OF THE CONTRACTOR. �_ _ CO Q \ \ A \ A. v; 5 �3 \ M vv �, b MIN. STATIC W W �. y A \ v f v ^, �/�y � � y� \y RE v\.� v", / yy - i v A \ / ,,y � \ ','f�„ y' - �112",_ __ - - ___-_ _- _- - --- ---- - -._ -- -_.--- - -, --y--__._. -- - DESIGN WATER E 54 PSI _ ,\ \ \, \ \ \ , \ \ \ PRESSURED S I le Q i \ ,\ \ \\ \\\ \ \ \ \\ /�;\/ �� , \,\ f \ \ �'._ ! :\ I n \-\35�E, \�\ \ \ \ \ \ \ \ MAXIMUM SYSTEM DEMAND 07 GPM I O a \ <\ \ / \ \ \ \. /i'\� ti/ /= \ ` \ \ \ \ \ \' RESIDUAL WATER PRESSURE 06 PSI \ .� \ � \ 9 I , / \ \ \\ B26 2�\\ \ \ \ \ \ i �,� W -cc_ 1- , \ \ - f._\ \ \ 4 \ \ oll \�\ y I \,\ / v \ > v v 1 y v NOTE D. \ \ \ j. 1 \ \ -`, \ C N,R�'TCrR 1 :.1_? O\ . I\it AI< C7 l �b \ :" 1- �:, W U. Z P 3T GN CT P O D \ CONTROLLER SHALL BE A WEATHERTRAK ET PR02-12 STATIbI WEATHER BASED ._ 'l"I". _ J 0 9 r \ _- B0. .` F N C V L\i;f�l\ED`r Vl� _ b3 Fs _:.. C) r \ \ \ ! 3 IS G C \ c, S j A T M ., E IE , / i \ ?\ U O ATIC SPRINKLER CONTROLLER MOUNTED WITHIN A STRONG BOX S R S ; , y ._: y° _ ' Q/i ; Q / n r ! � \ X C4 fl '! ,1 F: r- F 4 \ �` e I .We w.i ,�}':r - I.. �I ,1.{� 1 ,. \ \ t., \ \ IST, u\ PAIZ\ l vA. >.rFR : rZt_I�Ic:. ANt & GE, L_J / (.� \ \/ 1 t. k_�? \ � � \ \ \ \ \, __ \ STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE n ) ` , r VJ p O \\ \ , \ \ \ \" i 11h4 \ �(``- \ \, \ \ \ \ \ \ S \ PRODUCTS (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND \ \\,\ �` \ \� \ / - __ \ \ \ \, \ \ ; ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE '>%y �� /r Z O 00 \ \\ \ / ```� �/ \\ \ \ \ n \ \ \ \ f Lj. 1 \ \ /' \, \ \/ �j / /, :M\ - 1 1 Y \ \\--� - - _� _. \,- w_\.___ __\___��____ _--- __�_____._. -_____\._\ PRIOR TO STARTING WORK. W ~ \ ' " � \ \ \ f \ \ \ �� \ \ /I W a d0' \ \\ \\,-_\\\ ,\ \/��\\ \ \ - \ f \\}}y f 21 \ \ - \ 314" \\, / \ \ W O to _: \ \ :.\ /\ � \ \\ -.�T\, ` .,% / //� /' \ r. �,ry,�... .�; \ \ \ .I� ' I 4, EFER O 1� I.L. V� ��, \\ . \ ` OG LOCA10f0 �OTE 'C ABOVE , , I I /\ ,,---- 4 7 Y \ ,\ \\ \, �1 \ / \ , % F- k \ ' / = 21fiE 1 1 1 CONTR, LL R mCATIOM, R FER TO NOTE'D'ABOVE\ \ v`v �- / /� A �1 \; 4L �°C v\ A 7 I >>�' fig t -I I �� I W ,' `-\ A I A\ `. \ .v 1 f/ A' .X'./ \ A _ _ T�__ � w.. A \ - �. _ r�/ '!1 _____. -____- _-___ __ —__.__ _-_ 1 .—.-.. _._—. -___ _ -- _ _— --- 1__ I { ,\ \\ i'Vim\ \y' `\ Ili \X ,)� \ , ,.,V - I 'r. A.zj \ '\ i , A ) )` -j- i 1 �i I CL T -_ . . \ � K A /,' vv i N r\ i\.-/ j,! � /` ' ---v 1� r z, r /' -r"'. -, . ' / ` \ '/ ,vX� v � Z V v \ ' \ cc v, k v, s '// ,i ,�%� \ f, / `, 1 ,i\ice \, �•,. //11 \ \. �.♦ \ \ k L^ \ \ ill- I� i xxx..`UU \ - U , ,, v y , vY-, v / y.ti ., I � v LOT Y fi � 314 \ \ ,11 I ;� ; U) o / \21/�'I''' i, o\\ '/% \ \`�'.l ! \ \` ; f,,�r.T \ ,' y' _,� -�. I, �I� �a '1,1 - i j r \ /` \, .`*\ / \ )jt. t / \\ ` r` '_ /4 1 014;: lx ! 1 SA05TKOO LL- }, ,� \c\ -R >\ \ /�TENTION BASIN .I �� ,v II > w i\, \ \ `. _./ \ �. \. 1\\ \<' '�\\!i' \\ 1 � _ 1„1 1r 1n I I ween + associates UJ \\ \ \ i s ey -i f \ /` iK \ /�/�. \\, \• •` \� /' <`�" 1 \ / i' /'`at.� �'`� _._- _ cf� i' ii j �; i ___— IRRIGATION DESIGN AND CONSVLTINGi .:. ,, is a,.: ��/A� ,f f ,^, \/ \ \ A, �;` V ` \ v/ \ \ ,,` �� II � � ( i California a ' \ \ \ A ` ' �I ' i T i�;,_ 1 �� I 38730 Sky Canyon Drive,Suite C � y l " r-- v. _ - x as �I Murrieta,CA 92563 y \ 11111 ` ^v" \// /``,/ � r \ v \ v \ \ �� 1 /i � r: >~�. t ,ej I a1. � �, 951.461.6830 951.461.8850 f 1 k 1`111 , !\ ; , \ ... __.-_..._... ___.-_._._ _-____-.__".___._..___._ ..-..______-_..-__. Mom.. - N/ 1 1 y{Jy� 'IV\ „ \/ N _ __ 4 -r�, .: :; - - -- -- - email sween assoacom W A .> y �.�77'� j ,\ .L' f �, \ _ ..: _. N `F;_ '-, _..-1:I "t_ .� ;} ." l ..r .. - r +� �> >: it lr- I I i' \ . r\„ .. .1 .t, ,Sf. Y ` :z ww.swee s c.co / \ I -.r�i:-_ ,, tom_ . t t .r 1;" 5.., \ / r. ,. / / \ � � .. - �.ia`- ,, , _c., "? � - _;z-r- - _ .?f_ - ^-i-, i i I W<�::: \./ \ \ \ yY-. - :.f .--�� +,...?r_ 2'a.- ,-r.' ?.Y- _ itr _ '\' _ , c \,. r \ \/ ,• - - ) - - �,c _ MurriAta California Austin Texas Ft.Lauderdale Florida/ ! / f / \ '\ i ,, �\ f -;.._,_.ra I .. _ - .,� xx ..� _`h: .,st. z -a K.,.r�,�:- - '1;:-a-g-:a._, - - - -t__ 1. „" _ j UJ rr� \ / / n / / 1 h -_- ,. ,r _Y ?-. 1. ,.. n.-. . , ..,.,q ,. .-r: ,-.. 3- r. -;' _ ..a -' ,1`7. .., ,: .,, 7. -- 21 ' , <- ,; ( -_F { yI/ / , /' ,., A , ,-�_,�t;a --"r..t_--z- ..f'L.,:�.:.h�.c"C.'..�'... ^'. .''''; "_•t"T,. -�' ...z-:i.� "I' `r +- ..,. ,..✓ .:,- '"� ,. - I: U / v / / .�_z v / / \ \ __ ., \ x - .. ..�. 91 C//�� ,11'.� I kx/) e�, f / _- \ v� 3 ,.��. -.....'x:r ... _:;,f�,- -f'. -c_ _, . ,. ._._.a....s., .i�;_- ,r- -... - ;� 'k s ..� - '.1 / //, \ / \ x. r. _ r .,._ tat ,,. _ _ t r $ / \ \ ' / \ / ,. �,1� i / i f \ f \ � -'1 �-_i__.._._-..�_.__ __iJ-.�._ .'-,t_._�i_v - 1. L�.._J-__-'-._ __�..1 L - ,�Zj ::�"'+�c; _ \ � h.3�.:�..y- ��r } � �I � i( i !/ \"'<./ /_" i. / \ fUw ;\\ f NOTE. ` _ ..\ \ .sue / \ / \ j ' \ / YI i I/ �\. \..�\ �,� \ \ ---max _a 44 -4 -- r -� a` v\ \ \ ji`v , \, ,' / yy �v y. ; I HAVE COMPLIED WITH THE CRITERIA OF THE �� n - �— _ `, 11! r -- - �i�— O W Z U \_ 1 of / , _,__ r - n..�. — T v. _ _T. _�__�_.. .._ t ti_� X._ r ; f v / A ; v \ y \ v \ 7 ORDINANCE AND HAVE APPLIED THEM \ , . r - r �' a. I—' F- C� " ,/ / / v A C ,- ( }-1 1 c 3 f A - - /„ , I ACCORDINGLY FOR THE EFFICIENT USE OF .: . ' �.��/ �/ v _ y�. ,:t, �,�,: ,'� fir. L. - 1 \ _ F., s:. i �Y. t _ �. i " �� v A \ _�_a, _ _ , _.__ ., _. _ _ , _ t_.. �w: - .= SHEET DESCRIPTION y \ , v WATER IN THE IRRIGATION DESIGN PLANH.. `. _ 84E {j _v _i-._}:,.. �. ._ zrT -".. ,_ k__�. .,-:.,,-.>b max_,#_. _ .�, �; '� .{:: ''i- -_r i.rl- -r"C'''-' .- \ 1 \ t m .,,.:�-- 3..,':� 'c'.i._ ,r,.x' ., .�..._�e:•, k..._.�:.i�.s'� ri-, �. ��j { , I I , w, — � ,v, r_, �� 7 _ a_ �� x�.__ � �r � — NORTH _.__. :._,__,._ ��... _- ,F,.__,, �: � . - - 20 40 .6O S r T a..:. __.... . .Yre.s. 3• A y.. :,s`_'i�..5 >t?:<..n:-L'... 4 }:_., x .. -.,..z-i`,..'4�+i }}�.....��"' -T_,-`..."_'t'-"J'. �r -{_,; . / \ 6-{' r l'1 T \. , 1 r-L..,..�A..r.�-__.. 7. -. :,-x..�7 n.-...t, .,i5.t -�.,., , .._:s.. _..:T, r. ;.t.-r»�.-a-�+�'.'c':`.`r;- -r-;� t3': -t?� - / STATEMENT OF WATER CONSERVATION _____�-_ . _ ,. _ �,. _'_ ; IRRIGATION li / \v _ ___ - - - -- - -- -- A� \V vv \v V A \ \^ \ `\ 1 j T TT� z (£ � 3 %� � i I' ?. L t ,, V `. \ `y A \v I Please note the following principles of design utilized on this project directed specifically ; ; ; - _ __ �s _ _ ___ ____ J.I___l_1__. j i _.�_._-. _-�y.--__ A_. _'---�.__A \-_—_-- _�___._ .__ ___ _- _-_-_�___-- __-_ .._ __ ___L_-- _- __- Av` DESIGNED -A _�-____ -.._ _._ ._�_..--- --- -- ---_ 1 .� �\ -� ,- ,J �� ,� -, -4 \ ': J.L. as conserving water and improving the efficiency of the irrigation system: 1" \ v� � _ g�t7�� t~'I �¢� �' � NOTE: I,- - I I . These plans have been reviewed THIN PAVING FOR CLARITY ONLY ACTUAL MAINLINE -- ---'- -_ _____.__.______ -_ -___-__-__ .-_ _:___. i __.:_ ___- Y 1 i accordance Water CodeTitie7thDivision 11 Chapter 0�8�Section DRAWN MAINLINE SHOWN WI v �._ r 3l4 '\ i ; A T E P S&A Utilization of high-efficiency point source drip. �., �: LOCATION TO BE A MINIMUM OF 18 OFF ADJACENT HARDSCAPE AND OTHER E� ,' ;�,_�, „ I' � 65597 et seq.requiring efficient landscape and irrigation design in cooperation with Irrigation zones separated by plant material types. MICHELANGELO GAT 1; 1- q y, R g g p CHECKED _ „ 1 U..- f �n # ,'� ,� the local governing agency(City or County). Approval of this drawing by CVWD 'EK OBSTACLES TYP. ;; n 3/4 "Yi )Irrigation zones separated by exposure and orientation. ! C,1,-- n �,iv f� ! E l staff does not constitute approval to encroach intd district and USBRRights-of--way. 1, Imo? ; i' °> fi L - DATE Utilization of controller with water budgeting feature. ENTRY SEE OVERALL SITE it f 1 . If 1 vI O Trees,plants,walls,and permanent structure of any kind may not be planted or NOTE: ''i 3/4"1 �V ,. 31411 1- 1n IS T 1 C p 10/25/OS ---- installed in CVWD and USBR easements or rig of-way w hout first obta• ing an -- ---- _: x, a cr a merit ----- ------- -- 1 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY'ONLY, AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA MAP FOR LOCATION 11 - - - -- permit from CVWD. JOB NO. 114509 ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A 1__ . �- __._ _ _ !4" � :- t !! � TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM f ---- ---� ----__ _____._._.._—_ .—r._ i __ i ' CAD FILE � ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS LOT 49 DAT W RMANAGEMENTSUPERV SOR - ___. ___ .._-_ _ _._ --__.-_ _____ _._.- _.____ -__---_ _-- .._-- _- _ ��-- i � i i I SHEET NUMBER :" STARTING WORK. THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A - - A8 --- 4 A7 _- 4 - A6 - 5 — ----- ,- I { r: I �- --------- NOTE: MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE ; \__�----; CVWDPLAN# DEV OP./ 1 1 ; MENT VI SUPERVIS TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD ' I' �» 196E 1n 1n `- SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USBR EASEMIENTS HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN i iI I PIIIIIIIIIIII6 1 j OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM I I. I I OF 5ct SHEETS CVWD. L3$�39 PLAN SET "G" 03-08-10 - _ _- i --- __ - - m THE GALLERY-TRACT 31490- LANDSCAPE STREETSCAPE PLANS IRRIGATION NOTES IRRIGATION MATERIAL LEGEND (HOA) PLANT/EMITTER SCHEDULE 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS EMITTER EMITTER AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. BOTANICAL NAME COMMON NAME UANTITY VOLUME 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25(0.5) 30 TRICKLE AIn 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50(1.0) TRICKLEr' LOW WATER USE SHRUBS BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES 1.0(2.0) UMBRELLA THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SUMMERS/MURPHY do PARTNERS,INC AGAVE AMERICANA CENTURY PLANT 1 1.0 GPH SIDES OF TREE TYPICAL. LANDSCAPE ARCHITECTS CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 34197 COAST HIGHWAY,SUITE 200 AGAVE DESMETTIANA AGAVE 1 1.0 GPH DANA POINT,CALIFORNIA 92629 BAILEYA MULTIRADIATA DESERT MARIGOLD 1 1.0 GPH 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE 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 (949)443.1446 FAX(949)4431631 ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 1 1.0 GPH BEGINNING WORK, DRIP EMITTER MATRIX AT LEFT FOR SIZE AND QUANTITY FOUQUIERIA SPLENDENS OCOTILLO 1 1.0 GPH 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032) DRIP EMITTER ON TOP B OPUNTIA ENGELMANNII ENGELMANN'S PRICKLY PEAR 1 1.0 GPH ND3CAp HEREIN BEFORE BEGINNING WORK. �P GVII TEDDY BEAR CHOLLA 1 1.0 GPH �� Mur OPUNTIA BIELO F-9 YUCCA EL SOAP-TREE YUCCA 1 1.0 GPH 0 TORO PROVIDE A FCH-H-f`IPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C .o '1'0 0 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM 0 r� ACACIA REDOLENS-'DE RT CARPET' DESERT CARPET 2 1.0 GPH AND IS TO BE INSTALLED WITHIN PLANTING AREAS. PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. � � `� ALOE BARBADENSIS ALOE VERA 2 1.0 GPH � CEREUS HILMANNIANUS PERUVIAN TORCH 2 1.0 GPH 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS 07-31-10 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE ® P.O.C. POC 1 -3/4" DOMESTIC WATER METER WITH 1" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT NIA Renewal Date CHRYSACTINIA MEXICANA DAMIANITA 2 1.0 GPH POC 3&4- 11/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT �` 3-08-10 PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S v, HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH N/A T Dote DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL �TF RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A OF�AO1 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH POC 3&4-2" R/P SACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A OENOTHERA BERLANDIERI SPECIOSA CHIHUAHUAN PRIMROSE 2 1.0 GPH 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D These drawings and/or the YUCCA BACCATA BANANA YUCCA 1 2 1.0 GPH AND INSTALLATION. POC 3&4-200-EFE3-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE accompanying specifications D are the exclusive property of 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN Forsum/Summers & Murphy, LOW J MOD WATER USE SHRUBS ® DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E Inc. and their use and publi- LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS, POC 3 &4- 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2" SIZE cation shall be restricted to the AGAVE GEMINIFLORA TWIN FLOWER AGAVE 3 1.0 GPH original site for which they CORDIA PARVIFOLIA LITTLE LEAF CORDIA 3 1.0 GPH 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. E were prepared. Re-use, repro- SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE No" WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2"SIZE F duction or publication by any LEUCOPHYLLUM CANDIDUM SAGE 3 1.0 GPH method, in whole or part, is SIZE OF WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON prohibited except by written THE SLEEVING DETAILS. WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE Q RAIN BIRD 33DLRC (3/4 ) QUICK COUPLER VALVE G permission from Forsum/ MODERATE WATER USE SHRUBS PAVING. Summers & Murphy, Inc. RAIN BIRD 1X1-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I CISTUS PURPUREUS ORCHID ROCKROSE 2 2.0 GPH REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX"SERIES STAINLESS STEEL J,K LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS-SIZE AND TYPE NOTED ON DRAWING. LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS LAVANDULA ANGUSTIFOLIA LAVENDER 2 2.0 GPH MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH COMPLY WITH MANUFACTURER SPECIFICATIONS. PACIFIC PLASTICS PVC PIPE 3/4"- 2" CL. 200 AS LATERAL LINES 12" BELOW GRADE L THEVETIA PERUVIANA YELLOW OLEANDER 2 2.0 GPH ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 2.0 GPH - - PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L w POC 3 &4- PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE o LOW/MOD WATER USE VINES Z _ PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M to BOUGAINVILLEA'SAN DIEGO RED' BOUGAINVILLEA 3 1.0 GPH PLACE BELOWALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. cG `� MODERATE WATER USE VINES NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) L,M,N p Q 0 GELSEMIUM SEMPERVIRENS CAROLIANA JESSAMINE 2 2.0 GPH ROSA BANKSIAE 'ALBA PLENA' LADY BANKS' ROSE 2 2.0 GPH NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N m CONTROLLER - a a a a a POINT OF CONNECTION#4 POINT OF CONNECTION#3 CITY OF PALM DESERT -VALVE WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS A20 20 ---G.P.M. WATER METER NUMBER 4 l��b'ATER METER SIZE 11;2" WATER f',1ETER NUMBER 3 WATER' METE 517E 11I2'" � 0) } WATER CONSERVATION STATEMENT 1 2000 -QTY. OF EMITTERS (IN DRIP ZONES ONLY) COin HYDRAULIC GRADE LINE `FT NIA dV'ATER METER ELEVATION (FT) fJ/',µ, H1'DRA,IJLIC: GRADE LINE (FT) N/A 'tiff/ATER METER ELEVATION FT NIA M IX ELEVATION DIFFERENCE (F NIA IMIN. REQ. STATIC PRE SURE (PSI) 6 ELE`v'ATION DIFFERED-JCE (FT' N/A MIN. RE-0. STATIC: PRESSURE (PSI) 65 I VALVE SIZE pp Q _ REMOTE CONTROL VALVE # D4 REM1 1TE CONTROL`t;''r,L'';fE SIZE 1112" REMOTE CONTRiOL'`,`AL''dE # C15 RENIC!TE CONTROL`,%L\/E SIZE 1 I.0 THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS ODO � R.C.V. DEMAND (GPM) 32 TOTAL CJEPr1AhJD (GPM;i 32 R.C`.�,r. DEMAND `GPft ) '9 TOTAL DEMAND (GPM) 2 LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. � ¢a �_+ HIGHEST HEAD SERVED 'FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A HIGHEST HEAD SERVED (F N/A STATIC PRESSURE AT HIGHEST HEAD NIµ, THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOWLU � SIZE DESCRIPTION FLOW # PSI LOSS SIZE DESCRIPTION FLO1",+' # PSI LOSS WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S DRIP SYSTEM NOTES. i g z a 2" SERVICE LINE (5fj FT OF TYPE K COPPER) 32 1 0.6 PSI SER` ICE LINE FO FT OF TYPE K COPPER) -'9 1 0.5 PSI WATER USE REQUIREMENTS. � 11f211 WATER METER (DISC: TYPE) 32 2 2.1 PSI 1 112" WATER METER (DISC TYPE) 29 2 1.3 PSI O O Z 5 r � i 5 _.� _ n _„ � 5; ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE 2" BACI FLOJ:' PF.Ev EPJTER (RIP TYPE) �� 1 1� I_l PSI BA,C KFLCrV;+ PRE r ENTER (R/P TYPE) 29 3 12.0 PSI LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC = W W O 2" FILTRATION tiYE FILTER' 32 4 0.3 PSI 2" FILTRATION) (':+':+"''E FILTER) 29 1 4 0.3 PSI LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN d U NIA PRESSURE REGULATOR P41A 5 N/A PSI DJ,;µ, PRESSURE REGULAT1DR PJ/A. 5 NJ/A P;31 QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. Q r V � _,.� - L, „: �_ *Overall water use for all typical lots and alternate conditions W p O BFD ASSEMBLY PIPING BRASS VU4 ELLS' 32 1 0.7 PSI � B F D ASSEt,,1BLY PIPING iBRASS ,+tf/ 4 ELLS 29 6 0.5 PSI Z O 2" MASTER CONTROL 1!AL'!E 32 7 0.7 PSI 2" MASTER COPJTROL1AL`,r'E 29 0.6 PSI INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT O to O O '" 8 1.0 PSI 1 1/'2" FLCi'U'/ LIEPJSGR 29 8 1.D PSI MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED U3 OD 11 L FLOW SENSOR 32 Gallery at the Renaissance, Lot 67 W z Project Site: rY Tract or Parcel Number: 31490 GRANITE SPECIFIED ON LANDSCAPE PLANS W Z O 21I2" ISOLATION VALVES (BALLT'r`PE 32 :_J 1.0 PSI 21/`2 I=i=iLATI_ifJ `,r;a,LVES (BALL TYPE 2::+ 9 1.0 PSI Q � Q co 21 710 FEET OF MAINLINE: CL. 315 PVC 32 11-1 2.3 P'SI 21/2" 11311 FEET OF h,1A,IPJLIfSJE: C:L. 315 PVC 29 10 3.3 �PSI Project Assessors Parcel Number(APN): City of Palm Desert, California CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS W O co N/A FEET OF MAINLINE: N/A 1 1 N/A PSI N/A FEET OF MAINJLIN-.IE: NIA 11 N/A PSI BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND Z 0 W N 21?2" 5-90 DEGREE ELBOWS 32 12 0.2 PSI 2112" 4 90 DEGREE ELBO�rtr'; � 7 29 12 0.2 PSI Project Location: City of Palm Desert, California SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE 3 m LU O '11/2" REMOTE C0NTR0L VALVE 32 1:=1 3.6 PSI 1 112" REMOTE C:GP•JTROL'',,�,L'Sr''E 29 13 3.6 PSI PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT O a' O �' 10`Yo LATERAL LINE LOSS N/A 14 3.0 PSI 10% LATERAL LINE LOSS N/A 14 .3.3 P:SI Landscape Architect/ Irrigation Designer /Contractor: Sweeney&Associates, Inc. QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO 10% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN' N/A 1-- 0.6 PSI 10% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A '15 0.7 FB I BIDDING OR STARTING WORK. 0 ELE''VATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 0.0 PSI Il ELEVVATI0N HANt1GE P.i0.C. TO HIGHEST HEAD' N/A 16 0.] PSI Included in this project submittal package are: (Check to indicate completion) W TOTAL SYSTEM PRESSURE LOSS 'SUM OF #1 THRU #16) 17 27.9 PSI TOTAL SYSTEM PRESSURE LOSS (SUtA OF #1 THRU #16) 17 28.3 PSI NOTE: 0' 1. Water Efficient Landscape Worksheet (Appendix B) V Z PRESSURE REQUIRED AT HEAD 18 3U.I 1 PSI PRESSURE REQUIRED AT HEAD 18 30.0 PSI WATER BUDGET CALCULATIONS (Appendix D) TREES, WALLS, PLANTS, SIDEWALKS AND PERMANENT STRUCTURES TOTAL PRESSURE REQUIRED 'Sl1P�1 OF #17 AND #18 111 57.9 PSI T iTµ,L PRESSURE REQUIRED `SUM OF #17 AND #18) 19 58.3 PSI 2. Maximum Annual Applied Water Allowance: OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR BUILT IN CVWD U) cc MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 2_�0 65 CI PSI h: 11\111vll_JM REQUIRED STATIC WATER PRE SSURE (FROIv1 ABOVE) 20 65.0 PSI � 0 RESIDUAL PP,ESSIvIRE SUBTRACT#19 FROM #20' 211 7.1 PSI RE:=IC:t_IpL PRES=IIJR'E (SUBTRACT#1�� FROM #?0 21 6.7 PSI Conventional Landscape: 5,548.3 100 cubicfeet/year AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST W U. SET PR'V OR MCV AT (#19 PLUS 10 PSI) ? hJ/A P:S;I SET PRV t �R I,�1C:`d' AT (#19 PLUS 10 PSI) 22 N/A PSI + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) OBTAINING AND ENCROACHMENT PERMIT FROM CVWD. W Q PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) PSI PRESSURE BOOST, IF REOU RED SET TO ACHIEVE 30 PSI RESIDUAL' 1 23 N14',, IPSI Maximum Annual Applied Water Allowance: 5.548.3100 cubic feet/year cc 0 V 2. Estimated Total Water Use by Hy'drozone: NOTE: ~ Z J POINT OF CONNECTION#1 NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. Turfgrass Hydrozones: 0 100 cubic feet/year NO CONFLICTING UTILITIES IN PROJECT AREA. W Recreational Turfgrass Landscape: 0 100 cubic feet/year CO Low Plant Hydrozones: 1,232.3 100 cubic feet/year WATER PRESSURE CALCULATIONS Controller: A IRRIGATION CONTROLLER RUN TIMES a W WATER METER NUMBER, 1 WATER METER, SIZE 3.14" PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIMENOTE: � 0 y (HOURS) HOURS Medium Plant Hydrozones: 2,26a.2100 cubic feet/year W W HYDRAULIC GRADE LIN�JE (FT NIA WATER METER ELEVATION `FT) N/A Days Per Week: 6 9.9 ) (HOURS) High Plant Hydrozones: 0 100 cubic feet/year ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN Q. 2 ELEVATION DIFFERENCE FT N/A MIN. REQ. STATIC PRESSSUPE (PSI' 60 Shrub and Ground Covers: Water Features: 0 100 cubic feet/year WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO _J 0) Q REMOTE CONTROLVALVE # A2 REMOTE CONTROL\'?.L-%/E SIZE 1" Drip 9.90 0.40 0.49 0.90 0.35 3 1.05 Other Not Applicable 100 cubic Q feet/year (.a It a y R.C.`�r. DEMAND GPM 7 TOTAL DEIv1A,ND (GPI 1) 7 Estimated Annual Total Applied Water Use: 3,497.5 100 cubic feet/year INSTALLATION. � r CO W HIGHEST HEAD SERVED (FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A, Trees: 0 I` O Bubbler Heads 9.90 0.80 3.00 0.90 0.11 5 0.57 3. ETWU < MAWA NOTE: W W Z U SIZE DESCRIPTION FLOW # PSI LOSS Bubbler PER DAY: 1 TOTAL NUMBER OF STATIONS: 8 PLANT SETS I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND O = OaC 1" SERVICE LINE (50 FT OF TYPE K COPPEP� 7 1 0.9 PSI cC 3/4" WATER METER (DISC TYPE 7 2 0.4 P'SI TOTAL RUN TIME IN HOURS: 1.62 4. Landscape Design Plan HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF a ~ ~ V 3/4" BACKFLOW PREVENTER (R/P TYPE) 7 3 10.0 P'SI WATER IN THE IRRIGATION DESIGN PLAN. Controller : C IRRIGATION CONTROLLER RUN TIMES 5. Irrigation Design Plan SHEET DESCRIPTION 3/4" FILTRATION +'YE FILTER) 7 4 0.1 F":I PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME N/A PRESSURE REGULATOR N/A, 5 N/A%, PSI Days Per Week: 6 9.9 (HOURS) (HOURS) 3/4" BFD ASSEMBLY PIPING (BRASS W/4 ELLS' 6 4._, PSI 6. Grading Design Plan 1" MASTER C0NTROL''VAL'VE 7 1.0 PSI Shrub and Ground Covers: IRRIGATION 1" FLOUR' SENSOR 7 8 1.0 PSI Drip 9.90 0.40 0.49 0.90 0.35 9 3.14 7. Soil Management Report LEGEND 11/4" ISOLATION \/ALVES (BALL TYPE) 7 9 1.0 P'SI DESIGNED J.L. Trees:11I4" 70 FEET OF MAINLINE: SCH. 40 PVC 7 10 0.2 PSI Bubbler Heads 990 0.80 3.00 0.90 0.11 8 0.91 I agree to comply with the requirements of the water efficient landscape ordinance and These plans have been reviewed by the Coachella Valley Water District in DRAWN . NIA FEET OF MAINLINE: N/A 11 WA F'::SI submit a complete Landscape Documentation Package. A T F accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section S&A ELBOWS CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 17 R 65597 et se .requiring efficient landscape and irrigation design in cooperation with 11/4" 2- 90 DEGREE ELBOtf4S 12 0.1 PSI TOTAL RUN TIME IN HOURS: 4.06 q 9 g p g g p CHECKED ill REMOTE CONTROL'VALVE r7 13 '1.8 PSI Date: Prepared by: the local governing agency(City or County). "Approval of this drawing by CVWD TK 10% LATERAL LINE LOSS N/A 14 3.0 PSI staff does not constitute approval to encroach into district and USBR Rights-of-Way. Controller : D IRRIGATION CONTROLLER RUN TIMES O / G Trees,plants,walls,and permanent structure of any kind may not be planted or DATE 10°lo FITTING LOSS IN ADDITION) TO ELBOWS SHOWN) WA 15 0.0 P'SI PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME S T R installed in CVWD and USBR easements or ri t-of-way without first ob ining an 10/25/05 0 ELE'�iATION CHANGE P.O.0. TO HIGHS ST HEACJI N/A 16 0.0 PSI 12SA05TK08 n o hment permit from CVWD. JOB NO. Days Per Week: 6 9.9 (HOURS) (HOURS) I 1143oq TOTAL SYSTEM PRESSURE LOSS 'SUM OF#1 THRU *16) 1 sweene + associates "�" � 23 9 PSI Shrub and Ground Covers: Y CAD FILE IRRIGATION DESIGN AND CONSULTING DATE R MANAGEMENT SUPERVIS R PRESSURE REQUIRED AT HEAD 18 30.0 PSI Drip 9.90 0.40 0.49 0.90 0.35 7 2.44 TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18' 19 53.9 PSI CITY OF PALM DESERT CaliforniaI jffq Nu BER 38730 Sky Canyon Drive,Suite C Op MINIMUM REQUIRED STATIC 'WATER PRESSURE FROM ABOVE) 2- 60.0 PSI Trees: INSPECTION SCHEDULE NOTE Murrieta,CA92563 CVWD PLAN DE ELOP1VI VIQE SUPERVISOR �j RESIDUALPRESSURE (SUBTRACT#19 FP:�.=Mt2O) 2'1 6.1 PSI Bubbler Heads 9.90 0.80 3.00 0.90 0.11 11 1.25 _ REFER TO THE TITLE SHEET FOR THE CITY 951.461.6830 p 951.461.6850 f SET PR'�1 [OR M-I-%/ AT #1 a PLUS 10 PSI) '2' N/,4, PSI CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 18 email(psweeneyassoc.com 71:r _ OF PALM DESERTS INSPECTION SCHEDULE www.sweeneyassoc.com PIPES SURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL' �_, N/A PSI TOTAL RUN TIME IN HOURS: 3.70 Murrieta,California"Austin,Texas•Ft.Lauderdale,Florida OF Sq SHEETS L38740 PLAN ' 03-08-10 FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN HUNTER PCB 1l2" THREADED BUBBLER, SEE COVER, USE STAINLESS BOLT,NUT,AND WASHER. FINISHED GRADE IN TURF AREAS BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND"W'ONTO LID. 2 MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED TORO FCH-H-FIPT AUTOMATIC FLUSH VALVE MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. LANDSCAPE ARCHITECTS et PARTNERS,INC LANDSCAPE ARCHITECTS tt 34197 COAST HIGHWAY,SUITE 200 I RADE_ _ _ _ I- PLASTIC ROUND VALVE BOX, 6" SIZE _�_ _ DANA POINT,CALIFORNIA 92629 —I I—I I I— —I I—I I—� UNDISTURBED SOIL HEAT BRAND "FV" ONTO LID. I I I (- _ — — r— FINISHED GRADE IN SHRUB AREAS (949}443.1446 FAX(949)443.1631 -I�I—I I MI I I I(I—I I(—I I I- _ - - MIII=III= =III=III=I ==_III—I _ _ _ —III—III 4"MIN. I—III=I -I I(—III—III I I I—III=III- XERI-BUG DRIP EMITTER WITH THREADED _ FINISHED GRADE IN SHRUB AREAS :I(I—)I I= �f � I = 24"WIRE LOOP TRIPLE SWING JOINT ASSEMBLY INLET(SEE LEGEND FOR SPECIFICATION) III III „ — — =1 I i—I I Lp,NDSC, ,o y : ? MIN. j ,✓—DECOMPOSED GRANITE PER PLANTING PLAN :III—III-I 2 N. 7��Lj�I II=III: VALVE ID TAGS O=1 B t3 PVC SCH 40 FEMALE \ FINISHED GRADE ADAPTER 2 REQUIRED1 11=1 I I: 211 MIN. TIM SCH 40 PVC SxSxT TEIE FITTING -I I I-I I I-- —III—)I i-I — — PVC SCH 80 CLOSE NIPPLE B -- PVC MAINLINE TO FLOW -i LATERAL x SPRINKLER INLET SIZE L=III—III' I I—III—III' '�o° ° SENSOR, PIPE PER SPECS. UNDISTURBED SOIL (�' • 07-31-10 Renewal Date I —PVC LATERAL LINE PIPE �8 o BRICK SUPPORTS= *LATERAL LINE, SEE SPECIFICATIONS =1 I I—III—I —III—III—I tp 3-os-10 \ FOR TYPE AND DEPTH REQUIRED FLEXIBLE RISER(RAIN BIRD PFR/FRA) ° o 10° ° Date ��P !! TWELVE(12")LENGTH ° ° BRASS NIPPLE TYP. TF OF CAL-f 0 0 0 PVC FITTING(SxSxT TEE) —BRICK SUPPORTS L LANDSCAPE FABRIC SIZE: LATERAL x LATERAL x 1/2" 314" ROCK, 1 CUBIC FT. BRASS THD. 90 DEG ELL,TYPICAL NOTE: r— PVC LATERAL LINE BRASS MAINLINE PIPE FROM These drawings and/or the INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. 18"BELOW FINISHED GRADE PVC ELL SCH 80 SxT BACKFLOW PER SPECS. accompanying specifications LANDSCAPE FABRIC NOTE: are the exclusive property of DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. Forsum/Summers & Murphy, SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF Inc. and their use and publi- SECTION VIEW- N.T.S. THE MASTER VALVE ASSEMBLY. cation shall be restricted to the original site for which they were prepared. Re-use, repro- NOTE: duction or publication by any EMITTER MUST BE INSTALLED A MINIMUM OF 2"ABOVE FINISH GRADE ON method, in whole or part, is UPHILL SIDE OF PLANT OUTSIDE OF ROOTBALL. prohibited except by written permission from Forsum/ Summers & Murphy, Inc. ABU��!�ER ON RISER DRIP CONNECTION AUTOMATIC FLUSH VALVE MA�T�R CONTROL VALVE B SCALE:N.T.S. C SCALE: N.T.S. D SCAL FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX, TAN COLOR WITHIN D.G. OR PLASTIC ROUND VALVE BOX, TAN COLOR WITHIN D.G. OR GREEN Z COVER,USE STAINLESS BOLT, NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX, TAN COLOR WITHIN D.G. OR 0 BOX PLACED AT RIGHT ANGLE TO HARDSCAPE GREEN COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE STAINLESS GREEN COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE EDGE. HEAT BRAND ITS"ONTO LID. STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT BOLT NUT AND WASHER. HEAT BRAND"QCV" ONTO LID. STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"BV"ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB ANGLE TO HARDSCAPE EDGE. HEAT BRAND"RCV"AND CONTROL oG FLOW SENSOR,SEE LEGEND FOR SPECIFICATION BALL VALVE, SEE LEGEND FOR SPECIFICATION CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX ID. _�_ s— —FINISHED GRADE 0 FINISHED GRADE IN SHRUB AREAS �— FINISHED GRADE IN SHRUB AREAS I I=1 I I=I IN SHRUB AREAS III III- _ — — FINISHED GRADE IN SHRUB AREAS �' = l - — — ____ __ _ _ I I=__I 4"MIN. I I: a a a a a :I i I-ITI-I = _ _ 4 MIN. I—III=III: 4 MIN. I=III—III' 4" MIN. —III—I I « f 24" WIRE LOOP —III—III — — —I I(—I�I I— I 1= = 24"WIRE LOOP 1 11— DEPTH AS PER SPECS. —)I I—I I o —III—II III- PVC MAINLINE PIPE =1 I I=1 I I: �� I VALVE ID TAG I=1 11= PER SPECIFICATION I I=1 11= — — QUICK COUPLER VALVE LATERAL�� -•10 PIPE DIA FLOW- 5 PIPE DIA ► a SEE LEGEND FOR SPEC. PVC S x T ELL SCH 80 PVC OD 0) STAINLESS STEEL CLAMP � � 2" MIN. FEMALE ADAP— • 2"MIN. o o o o � o o �� ° BRICK SUPPORTS SCH. 80 PVC 9� INS SCH 40 PVC RISER Od Q °$° ° NTROL VALVE ° .o Vc�2. ' °�° ° °o ° � ' ° OD 8 �9 0 0 -.-- BRICK SUPPORTS OJ�B �O° �— BRICK SUPPORTS DURA PRE-ASSEMBLED SWING JOINT 8 •� BRICK SUPPORTS, 2 WITH ONE PIECE BRASS MIPT NIPPLE 4 REQUIRED Q LANDSCAPE FABRIC PVC MALE ADAPTER MOD. # 1-A1912 SCH. 80 NIPPLE TYP. G- 314"ROCK,2 CUBIC I`T. MAINLINE, SEE SPECS. W H LANDSCAPE FABRIC SCH 80 PVC SLIP TEE Z V PVC MAINLINE PIPE TO MASTER VALVE #4 x 36" REBAR STAKES, MAINLINE FITTING (NOT LESS THAN 10 PIPE DIAMETERS) 3/4" ROCK, 2 CUBIC FT. 2 REQUIRED O O Z PER SPECS.AND PLAN. SECTION VIEW- N.T.S. LANDSCAPE FABRIC NOTE: 3!4" CRUSHED GRAVEL = LJJ — O NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 3/4" ROCK, 1 CUBIC FT. TWO CUBIC FEET ? Q V INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. SECTION VIEW- N.T.S. I IRRIGATION CONTROLLER. V LANDSCAPE FABRIC NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE O (* ; OF THE FLOW SENSOR. INSTALLATION AT MAIN LINE DEPTH. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. SECTION VIEW-N.T.S. Cr. W Z OD O W z O c 3 O m � FLOW SENSOR A%Y�ALV�E U�%�CO�UPL�ERVALVE REMOTE CONTROL VALVE ® �S G SCA H SCALE: N.T.S. W r Q a cc STAINLESS STEEL coFLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS O FINISH GRADE IN TURF AREAS IN OPEN POSITION SUPPORT LID OPEN W U. CONTROLLER ENCLOSURE BARE COPPER GROUND WIRE(#6) W :1 PRESSURE REGULATOR DIMENSIONS WHEN CLOSED: CONNECT TO ROD W/BRASS CLAMP (1) V WYE FILTER CONTROLLER 38"H x 16"W x 15.5"D Z PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH T-COVER TERMINAL STRIP FOR PLASTIC RECTANGULAR VALVE BOX STAINLESS STEEL HEAT BRAND"GR"ONTO LID AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL REMOTE CONTROL VALVE NOTE: co 16" WIDE TOP-ENTRY 1 BOX AT RIGHT ANGLE TO ADJACENT(HARDSCAPE EDGE. CONTROLLER ENCLOSURE WIRE CONNECTION 5/8"X 8' COPPER I HAVE COMPLIED WITH THE CRITERIA OF THE �- a. W HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, CLAD GROUND ROD ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY X W 0 PREDRILLED, REMOVABLE W 2" BACKBOARD. REMOVABLE FRONT _ 3" FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION J a o FINISHED GRADE PANEL NOT SHOWN -�— FINISHED GRADE DESIGN PLAN J Q 0 a 2 __ = IN SHRUB AREAS .i � _ _ _ () a 'III—III—I MIN. C - NATIVE OR UNDISTURBED SOIL 12SA05TK08 (/) M LL —III-III :III—III— � I I 24"WIRE LOOPS AND POWER SWITCH —)I I=III (I I—I I I— Sweeney + associates PVC PIPE, =11I—I I —)I I—III: 3M DBY-6 WATERPROOF AND RECEPTACLE '°' •I I I-)I I- I I I-I I I• IRRIGATION DESIGN AND CONSULTING g W �1J Z V SIZE PER PLANS, i I—III— WIRE CONNECTORS —III—I I I I=1 11= CITY OF PALM DESERT << O = 4 TYPE PER FLOW SCH. 80 PVC SxT _ _ 38730 Sky Canyon Drive,Suite C LEGEND a 9ti DEGREE ELL I I=III—)I ?; i(—I I—III—I INSPECTION SCHEDULE NOTE Murrieta,CA 92563 2"MIN. FINISHED—� PREFORMED ALUMINIUM PAD _ _ FILL 1/2 OF BOX WITH 951.461.6830 p 951.461.6850 f SCH.40 PVC PIPE OR GRADE I=III—III III—III—III REFER TO THE TITLE SHEET FOR THE CITY SHEET DESCRIPTION USE STANDARD o ,o o. 4 0• _ __ = STRONGBOX QUICKPAD COMPACTED SITE SOIL email@sweeneyassoc.com BOX OPENINGS SCH. 80 T.O.E. NIPPLE = III—)I(—I I _` I I-III—III—I OF PALM DESERTS INSPECTION SCHEDULE www.sweeneyassoc.com WITH D.I.SERVICE TEE FILL BASE OF ENCLOSURE MOUNTING PAD I=)I(=1 I I I I(=III=I I( FOR PIPE, _ — — — — —DO ° •4 � �� •�; •° QUICKPAD WITH — I I- WITH PREFORMED ALUMINIUM :III— —III=I I(=I I I I=III=III=I — l= RED BRICK SUPPORTS(4 REQ.) Murrieta,California Austin,Texas Ft.Lauderdale,Florida NOT CUT BOX •°.4� TAPE WIRES TO PIPE PEA GRAVEL TO I I— I PAD,PLASTIC BASE AND ALL I=I I-=III I I I(III I I "` III=I I�_F I I: I�_)I I IRRIGATION BRICK SUPPORTS, TOP OF BASE UNIT I I - STAINLESS STEEL HARDWARE DETAILS 4 REQUIRED SCH.$0 PVC SLIP TEE OR LEEMCO DUCTILE COMPACTED �--1 1/4" PVC CONDUIT/SWEEP DESIGNED FEMALE ADAP. IRON BBT SERVICE TEE SITE SOIL FOR COMMUNICATION CABLE J.L. .SCH.80 PVC TO OTHER CONTROLLERS(IF REQ) SECTION VIEW These plans have been reviewed by the Coachella Valley Water District in DRAWN FOR USE ON BELL AND accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section SCH.80 NIPPLE TYP. GASKET MAINLINE PIPE 3' PVC CONDUIT/SWEEP FOR A T E R 65597 et se requiring efficient landscape and irrigation design in cooperation with S&A ELECTRIC REMOTE CONTROL 314"CRUSHED GRAVEL, 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES a n g p g p CHECKED VALVE,SEE LEGEND FOR TYPE 4"'MINIMUM DEPTH SWEEP FOR ELECTRIC 1 1!4'' PVC CONDUIT/ the local governing agency(City or County). Approval of this drawing by CVWD TK SPARE CONTROL WIRE, LOOP LANDSCAPE FABRIC TO SERVICE SWEEP FOR GROUND WIRE BARE COPPER GROUND WIRE(#6) staff does not constitute approval to encroach into district and USBRAights-of--Way. FROM CONTROLLER p Trees,plants,walls,and permanent structure of any kind may not be planted or DATE 48"LENGTH INTO EACH RCV BOX COVER BOTTOM AND ALL 1" PVC CONDUIT/SWEEP i S T R 10/25/08 SECTION VIEW- N.T.S. SIDES OF VALVE BOX FOR ET GAGE WIRES(IF REQ.) V PVC CONDUIT/SWEEP FOR SECTION VIEW- N.T.S. installed in CVWD and USBR easements or r'aht-of w y without firs obtaining an"'°�"�h` 1" PVC CONDUIT/SWEEP (� JOB NO. °`°"�iD0T FLOW SENSOR/MCV WIRES(IF REQ.) © nor`�!I � n ro �nent permit from CVWD. 1145Oq 5''�'°''t FOR TELEPHONE LINE(IF REQ.) SECTION VIEW'-N.T.S. DATE ER MANAGEMENT SUPER CAD FILE SHEET NUMBER CVWD PLAN 9 DE ELOPME ERYTCF SUPERVISOR I D �l DRIP REMOTE CONTROL VALVE CONTROLLER ENCLOSURE GROUND ROD INSTALLATION I SCALE: N.T.S. J SCALE: N.T.S. SCALE: N.T.S. OF 3cf SHEETS L38741 PLAN SET "G" 03-08-10 WATER METER#1 WATER METER#3 City of Palm Desert Step 1 -Enter ET Zone(from the CVWD Eto Zone Map(CVWD Drawing No.29523)found in their Print Form = Step 1 -Enter ET Zone(from the CVWD Eto Zone Map(CVWD Drawing No.29523)found in their y "General Landscape and Irrigation System Design Criteria") ,;,, yF ;* City of Palm Desert "General Landscape and Irrigation System Design Criteria") Print Form Water Calc Chart Step 2-Enter values for square footage calculations Water Calc Chart Step 2-Enter values for square footage calculations Step 3-Enter values for the number of plant materials in each water use category. The MAW and EWU Step 3-Enter values for the number of plant materials in each water use category. The MAW and EWU f ' " will be automatically calculated. will be automatically calculated. ' FINISH GRADE CVWD ETO Zone - •� CVWD ETO Zone 3A - 4 SUMMERS/MURPHY do PARTNERS,INC LANDSCAPE ARCHITECTS CLEAN COMPACTED Total Number of Plants 274 Total MWA 219.79 Total Number of Plants 1,765 Total MWA 1,338.74 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 BACKFILL B - Irrigation System Type Square Footage Estimated Water Use Irrigation System Type Square Footage Estimated Water Use (949)443.1446 FAX(949)443.1631 Square Footage Calculations Square Footage Calculations LATERAL LINES, SEE 0 0 0 0 .•.•'.•,•..•.•.•.•.•••.••, Very ow shrubs Very ow shrubs SPECS. Tree&Shrub Square footage 7,616� Tree&Shrub Square footage 53,691 -� er L 0 Drip er L 0 Drip- — Li __._ —) I (—I I- ;• — — CONTROL WIRES, SEE Low Shrubs 148 Drip Low shrubs 978 Drip - F,O LP Mu Cq F4 3,819.37 52.76 23,865.42 329.69 _ SPECS. Turf Spray Square Footage 0 Turf Spray Square Footage 0 -III-III-III :::':'•:: III-III- UNDISTURBED SOIL Low/Mod Shrubs Low/Mod Shrubs G O _ 20 Drip 516 13 12 48 Drip 0 0 cR Turf Rotor Square Footage Turf Rotor Square Footage — —_ OI S u a e 0 � S u 0 —) I I—I I (— '�:••;.'•.�;:':•;�:'•,:':•.::.� '••'•'•'•'•''•'••'•'••'•:' I—III PRESSURE MAINLINE, Mod Shrubs 90 Drip 2,322.59 80.21 Mod Shrubs 667 Drip 16,276.31 562.13 •..' _= SEE SPECIFICATIONS Waterfeature Still Square Footage Waterfeature Still Square Footage 07-3t-to '• G. Renewal Date -I I I-III- :•'•:'�'•:•':•�'•'::• ''•:•'•':•�•':•�•'.•, '.'•'•.• -I�I-1 0 0 0 0 � 3-DS-tD _ - Mod/Hi Shrubs Drip Mod/Hi Shrubs Drip I— III-I ( I- Waterfeature Moving Square Footage 0 Waterfeature Moving Square Footage 0 Date —III—III—III—III—III=III—III—I I 1—I High Shrubs Drip - 0 0 High Shrubs Drip - 0 0 TFoF CA0V Gross Square Footage 7,616 Gross Square Footage 53,691 DIMENSION A B C - Low Trees 1 Bublers 25.81 0.43 Low Trees 77 Bublers ^— 1,878.97 31.15 1/2"TO 3" IN SIZE 18" 12" 4" These drawings and the Less Allowable Boulder/Cobble � Less Allowable Boulder/Cobble accompanying specifications Square Footage 545 Low/Mod Trees Bublers LEI 103.23 2.99 Square Footage 10,621 Low/Mod Trees Bublers 0 0 are the exclusive property of 4"TO 6" IN SIZE 24" 4" E:� I Forsum/Summers & Murphy, Boulder and Cobble instructions-If the Mod Trees Bublers 154.84 6.42 Mod Trees 43 Bublers 1,049.3 43,49 Inc. and their use and publi- Boulder and Cobble instructions-If the cation shall be restricted to the SECTION VIEW- N.T.S. total amount of boulder and cobble area _ total amount of boulder and cobble area original site for which they without plant material is greater than 5%of Mod/Hi Trees �� Bublers 0 0 without plant material is greater than 5%of Mod/Hi Trees Bublers 0 0 were prepared. Re-use, repro- the total landscaped area it may be used to the total landscaped area it may be used to duction or publication by any — method, in whole or part, is adjust the overall landscape area. High Trees I5 I Bublers 129.03 8.56 adjust the overall landscape area, High Trees Bublers 0 0 prohibited except by written permission from Forsum/ Total Plants 274 - Total Plants 1,765 Summers & Murphy, Inc. Net Square Footage 7,071 Net Square Footage 43,070 LPIPE INSTALLATION SCALE: N.T.S. Total Tree and Shrub EWU 163.85 Total Tree and Shrub EWU 966.46 Total Waterfeature EWU 0 Total Waterfeature EWU 0 Total Turf EWU 0 Total Turf EWU 0 Total Estimate Water Use 163,85 Total Estimate Water Use 966.46 U�t 0 a'' a..' e e G' • ' 9 .. PAVING WATER METER `n O — —SAND BACKFILL OC COMPACTED TO THE City of Palm Desert Step 1 Enter ET Zone(from the CVWD Eto Zone Map(CVWD Drawing No.29523)found in their Print Form IW- -) I I- �►;w.- ,=...; y "General Landscape and Irrigation System Design Criteria") Q d) -III—III- — DENSITY OF EXISTING Ste 2-Enter values for square footage calculations — C B I=I solL r" Water Calc Chart p q g o m Step 3-Enter values for the number of pla nt materials in each water use category. The MAW and EWJ -III-I I (- .�.....:..•.,•..•., — --LATERAL LINES will be automatically calculated. _ aaaaQ — III-I I—) IN SCH 40 SLEEVE CVWD ETO Zone '3A -III-III—I I .'.:;•.: ®...', :: —_ _ CONTROL WIRES =III=III-': I-III-I IN SCH 40 SLEEVE Total Number of Plants 1,923 Total MWA 2,284.44 �-UNDISTURBED SOIL I ( (-I I (-III :•': III—III- Irrigation System Type Square Footage Estimated Water Use PRESSURE MAINLINE Square Footage Calculations Q —III—) I I-:•,:.'.'::;:.';:':•';•:. IN SCH 40 SLEEVE Very Low Shrubs 0 Drip 0 0 OD = -III-III-I I :::'•;.'••:.'•••::�•;•::�':'.:.�,'•:.'.�,'•..�.:•�:';:. I�I-III- Tree&Shrub Square footage 81,264 PVC SLEEVES 70 BE 0 39,289.06 542.76 Q Low Shrubs 1,028 Drlp: � O! a Turf Spray Square Footage 0 TWICE THE DIAMETER 3,363.27 81.31 W (� ca OF THE PIPE OR WIRE 71 Low/Mod Shrubs 88 Drip CC z BUNDLE CARRIED. Turf Rotor Square Footage 0 G a DIMENSION A B C D H DETAIL ALSO FOR PIPE Mod Shrubs 631 Drip 24,116.14 832.89 O 0 Z 1!2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. Waterfeature Still Square Footage 071 > =r W J O Mc i shrubs Drip 0 0 V Waterfeature Moving Square Footage 0 0 0 O co Z SECTION VIEW- N.T.S. � � C High Shrubs Drip 09 Gross Square Footage 81,264 — (� Z 0 00 Low Trees 62 Bublers 2,369.57 39.28 W ' Z m iC� 0 < � Less Allowable Boulder/Cobble Square Footage 7,769 Low/Mod Trees 63 Bublers 2,407.79 69.85 z r !� j Boulder and - Mod Trees 33 Bublers 1,261.22 52.27 0 Q. m [L v MSLEEVE INSTALLATION a rand cobble If the total amount of boulder and cobble area SCALE: N.T.S. without plant materia I is greater than 5%of Mod/Hi Trees Bublers 0 0 the total landscaped area it may be used to W adjust the overall landscape area. High Trees 18 Bublers 687.94 45.62 — Q (,� Total Plants Z 1,923 � cc Square Footage 73,495 O UJI IL Total Tree and Shrub EWU 1,663,98 W a LOW VOLTAGE WIRES, 3 MAXIMUM J= CO (� WIRES PASS THROUGH GROOVES IN Total Waterfeature EWU 0 Z TUBE LID TO ALLOW LIE)TO CLOSE — :5 CLOSE TUBE LID AFTER WIRE Total Turf EWU 0 IS INSERTED INTO TUBE 10. W Total Estimate Water Use 1,663.98 W 0 POLY TUBE PRE-FILLED WITH W p„ WATERPROOF GEL J (D CL LOCK TABS PREVENT WIRE REMOVAL 12SA05TK08 �0) to LL. ONCE CONNECTOR IS INSERTED sweeney + associates � 13 H O IRRIGATION DESIGN AND CONSULTING m t "; W W Z SCOTCHLOK ELECTRICAL SPRING T California CONNECTOR. WIRES SHALL BE CITY OF PALM DESERT 38730 Sky Canyon Drive,Suite c PRE-STRIPPED OF 1l2 OF THE INSPECTION SCHEDULE NOTE Murrieta,CA 92563 INSULATION PRIOR TO INSERTION 951.461.6830 p•951.461.6850 f INTO THE CONNECT TWIST REFER TO THE TITLE SHEET FOR THE CITY email@sweeneyassoc.com SHEET DESCRIPTION OR. OF PALM DESERTS INSPECTION SCHEDULE CONNECTOR ONTO W III)I 'IRES TO www.sweeneyassoc.com SEAT FIRMLY. Murrieta,California Austin,Texas Ft.Lauderdale,Florida IRRIGATION SCOTCHLOK CONNECTOR AND WIRES DETAILS INSERTED INTO TUBE UNTIL THE SECTION VIEW- N.T.S. CONNECTOR PASSES I-OCK TABS DESIGNED J.L. NOTE: These plans have been reviewed by the Coachella Valley Water District in DIRAWN E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section S&A p, T WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A � R SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKED SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. the local governing agency(City or County). "Approval of this drawing by CVWD TK staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE p Trees,plants,walls,and permanent structure of any kind may not be planted or DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2- 3#14 OR 2#12 / S T 1 G IO/25/OS installed in CVWD and USBR easements or ri ht of--way without first o taming an REQUIRE A LARGER APPROVED WIRE CONNECTION. encr achment permit from CVWD. JOB NO. PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL v 11430Q DATE ER MA AG ENT SUPE ;; CAD FILE NOTE: S NU ER I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY CVWD PLAN# DE ELOP 'SF R 10ESLJPFRVISOR Di WIRE CONNECTION FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION ID - 2 gSCA!E: N.T.S. DESIGN PLAN. OF 3q SHEETS L38742 PLAN ' 03-08-10 WATER EFFICIENT LANDSCAPE WORKSHEET COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LANDSCAPE IRRIGATION WATER ANALYSIS LANDSCAPE IRRIGATION WATERANALYSIS LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT INFORMATION Project Name PROJECT: The Gallery-Streetscape Landscape Plans PROJECT: The Gallery -Streetscape Landscape Plans PROJECT: The Gallery -Streetscape Landscape Plans . City of Palm Desert, California City of Palm Desert, California City of Palm Desert, California Name of Project Applicant Telephone No. SUMMERS/MURPHY&PARTNERS,INC Point of Connection# 1 Point of Connection#3 Point of Connection#4 LANDSCAPE ARCHITECTS Fax,No. 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 Title Email Address (949)443.1446 FAX(949)443-1631 Company Street Address Project ETo: 93.90 Project ETo: 93.90 Project ETo: 93.90 MAXIMUM APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALLOWANCE: \,N"DSCA City State Zip Cody (GALLONS PER YEAR) (GALLONS PER YEAR) (GALLONS PER YEAR) ��O Murphy,F9 MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62)/(748) MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62)/(748) MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62)/(748) 141) SECTION A. HYDROZONE INFORMATION TABLE 19 WO `' � *Plant Type **Irrigation Method 93.9 x 0.5 x 7,616 x 0.62 / 748 = 296.4 CCF 93.9 x 0.5 x 53,691 x 0.62 / 748 = 2089.4 CCF 93.9 x 0.5 x 81,264 x 0.62 / 748 = 3162.5 CCF Signature 07-31-to Cst= Cool Season Turf MS = Microspray * Renewa 3-OS-10 l Date WST = Warm Season Turf S = Spray ESTIMATED APPLIED WATER USED: ESTIMATED APPLIED WATER USED: ESTIMATED APPLIED WATER USED: `r HW= High Water Use Plants R = Rotor (GALLONS PER YEAR �gTFOF CAUF) (GALLONS PER YEAR) (GALLONS PER YEAR O��\P MW= Moderate Water Use Plants B = Bubbler ) LW= Low Water Use Plants D= Drip EWU=jETo x(P ant Factor x Hvdrozone Sq.Ft.lx(.621/(748) EWU=(ETo)x(Plant Factorlx(Hydrozone Sq.Ft.)x(.62Z(7481 EWU=(ETo)x(P1an1 Facto)x(Hydrozone Sq.Ft,,x(62�(748) 0 = Other Irrigation Efficiency Irrigation Efficiency Irrigation Efficiency These drawings and/or the accompanying specifications Irrigation Point of Connection (P.O.C.) No. POC 1 Low Water Use Shrub Planting: Low Water Use Shrub Planting: Low Water Use Shrub Planting: are the exclusive property of Forsum/Summers & Murphy, Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % of Landscape 93.9 x 0.2 x 3,819 x 0.62 / 748 = 66.1 CCF 93.9 x 0.2 x 23,865 x 0.62 / 748 = 412.8 CCF 93.9 x 0.2 x 39,289 x 0.62 / 748 = 679.5 CCF Inc. and their use and publi- No. Method** (Sq. Ft.) Area 0.9 0.9 0.9 cation shall be restricted to the original site for which they A 1 MW D 2,146 37% were prepared. Re-use, repro- Mod WaterUse Shrub Planting: Mod WaterUse Shrub Planting: Mod WaterUse Shrub Planting: duction or publication by any A 2 MW B N/A N/A 93.9 x 0.5 x 2,839 x 0.62 / 748 = 122.7 CCF 93.9 x 0.5 x 16,276 x 0.62 / 748 = 703.8 CCF 93.9 x 0.5 x 27,479 x 0.62 / 748 = 1188.2 CCF method, in whole or part, is A prohibited except by written 3 MW B N/A NIA 0.9 0.9 0.9 permission from Forsum/ A 4 MW B N/A N/A Summers & Murphy, Inc. Low Water Use Tree Planting: Low Water Use Tree Planting: Low Water Use Tree Planting: A 5 MW D 1,652 29% 93.9 x 0.2 x 26 x 0.62 / 748 = 0.4 CCF 93.9 x 0.2 x 1,879 x 0.62 / 748 = 32.5 CCF 93.9 x 0.2 x 2,370 x 0.62 / 748 = 41.0 CCF A 6 MW B NIA N/A 0.9 0.9 0.9 A 7 MW B N/A N/A Mod WaterUse Tree Planting: Mod WaterUse Tree Planting: Mod WaterUse Tree Planting: A 8 MW D 1,940 34% 93.9 x 0.5 x 387 x 0.62 / 748 = 16.7 CCF 93.9 x 0.5 x 1,049 x 0.62 / 748 = 45.4 CCF 93.9 x 0.5 x 4,357 x 0.62 / 748 = 188.4 CCF 0.9 0.9 0.9 Irrigation Point of Connection (P.O.C.) No. POC 3 Boulder/Cobble Area: Boulder/Cobble Area: Boulder/Cobble Area: Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % 4f Landscape 0.0 x 0.8 x 545 x 0.62 / 748 = 0.0 CCF 0.0 x 0.8 x 10,621 x 0.62 / 748 = 0.0 CCF 0.0 x 0.8 x 7,769 x 0.62 / 748 = 0.0 CCF No. Method** (Sq. Ft.) Area 0.9 0.9 0.9 C 1 MW D 8,287 10% C 2 MW D 6,314 8% r Z MAXIMUM APPLIED WATER ALLOWANCE: 296.4 CCF MAXIMUM APPLIED WATER ALLOWANCE: I 2089.4 CCF MAXIMUM APPLIED WATER ALLOWANCE: 3162.5 CCF O C 3 MW B N/A N/A (in hundred cubic feet) (in hundred cubic feet) (in hundred cubic feet) C 4 MW B N/A N/A TOTAL ESTIMATED WATER USE: 206.0 CCF TOTAL ESTIMATED WATER USE: 1194.4 CCF TOTAL ESTIMATED WATER USE: 2097.1 CCF C 5 MW D 8,827 11 Q/° (in hundred cubic feet) (in hundred cubic feet) (in hundred cubic feet) UJ o C 6 MW D 6,909 9% 0 � O C 7 MW B N/A N/A m C 8 MW B N/A N/A _ a a a a C 9 MW D 12,851 16% C 10 MW D 6,705 8% C 11 MW B N/A N/A 00 G C 12 MW B N/A N/A Q C 13 MW D 9,193 11% 00OD = C 14 MW D 14,345 18% C 15 MW B N/A N/A a C 16 MW B N/A N/A UCJ Z V C 17 MW D 7,633 9% SIG z Q C 18 MW B N/A N/A O 0 Z Irrigation Point of Connection (P.O.C.) No. POC 4 p V Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % of Landscape 0 C 0 No. Method** (Sq. Ft.) Area W W 00 D 1 MW B N/A N/A Q �: Q 40 D 2 MW D 7,005 8% W D 3 MW D 13,511 16% � O IC CM D 4 MW B N/A N/A D 5 MW B N/A N/A D 6 MW B N/A N/A W D 7 MW D 5,628 7% a a D 8 MW B N/A N/A V Z D 9 MW B N/A N/A Cr D 10 MW D 17,424 21% f" O D 11 MW D 2,469 3% W Q D 12 MW B N/A N/A CO U D 13 MW B N/A N/A Z I. D 14 MW B N/A N/A J D 15 MW D 23,313 27% C ' WW D 16 MW D 15,430 18% UJ D 17 MW B N/A N/A J O _J D 18 MW B N/A N/A Q (� 12SA05TK08 /R(0 M LL sweeney + associates V 0 /1� O IRRIGATION DESIGN AND CONSULTING , W Z ♦/ �. CITY OF PALM DESERT California38730 Sky Canyon _ p� F- INSPECTION SCHEDULE NOTE Mrrieta,CA 92563Drive,suite c a, h- F- U 951.461.6830 p 951.461.6850 f REFER TO THE TITLE SHEET FOR THE CITY email@sweeneyassoc.com SHEET DESCRIPTION OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com Murrieta,California Austin,Texas-Ft.Lauderdale,Florida IRRIGATION CALCULATIONS DESIGNED J.L. These plans have been reviewed by the Coachella Valley Water District in DRAWN A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section S&A R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKED the local governing agency(City or County). "Approval of this drawing by CVWD TK staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O Trees,plants walls,and permanent structure of any kind may not be planted or S T R G 10�25/OS installed in CVWD and USBR easements or f ght-of--way,without first obtaining an ,7/, 6ment permit from CVWD. - 04� JOB NO. 114301 DATE ER MANAG ENT SUPERVISOR CAD FILE NOTE: I HAVE COMPLIED WITH THE CRITERIA OF THE S NU ER ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY CVWD PLAN# DEVELOPMENT VI ESUPERVlS` R FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION ' �1 DESIGN PLAN. OF 3CI SHEETS L38743 PLAN ' 03-08-10 SECTION 02810 B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, City's PART 2- MATERIALS authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and 2.01 Summary LANDSCAPE IRRIGATION governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or PART 1 -GENERAL acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that dog#r 1.01 Summary not meet Landscape Architect's, City's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. C. Inspections will be required for the following at a minimum: 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 satisfactory to the 2.02 Pipe s Owner. 1. System layout SUMMERS/MURPHY do PARTNERS,INC A. Pressure supply line between the water meter and the backf low prevention device shall be installed by CVWD. LAND COAST IT'vs R H surrE 200 B. The work shall include all materials, labor, services,transportation, and equipment necessary to perform the work as indicated on the drawings, in these 2. Pressure test of irrigation mainline(Six hours at 125 PSI or 120% of static water pressure, which ever is greater.) Mainline pressure loss during test shall DANA POINT,CALIFORNIA 92629 specifications, and as necessary to complete the contract. not exceed 2 PSI. B. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC (949)443.1446 FAX(949)443.1631 conforming to ASTM D1785 1.02 Construction Drawings 3. Coverage test of irrigation system.Test shall be performed prior to any planting. C. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming to ASTM 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 shall carefully 4. Final inspection prior to start of maintenance period D1785. o�PNMurph D r ph pFq investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to y��F, M meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to 5. Final acceptance 2.03 Metal Pipe and Fittings �� ,o do avoid conflicts between irrigation systems, planting, and architectural features. W aDi� D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. -� B.All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When complete and up to date for each site visit. signature a7-31-10 an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall B. Fittings shall be medium brass, screwed 125-pound class. Renewal Date have final authority for clarification. E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, City's authorized representative, and 3-08-10 governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. C. Copper pipe and fittings shall be Type"K" sweat soldered. sT�T Date P C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences F OF CA01 or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the 1.07 Storage and Handling 2.04 Plastic Pipe and Fittings attention of the Landscape Architect as soon as detected. In the event this notification is not performed,the Irrigation Contractor shall assume full responsibility for any revision necessary. A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner approval, Commercial Standards designation, and date of extrusion. These drawings and/or the 9 Y p p rY p P pp � 9 accompanying specifications 1.03 Quality Assurance and at no additional cost to the Owner. are the exclusive property of B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. Forsum/Summers & Murphy, A. Provide at least one English speaking person who shall be resent at all times during execution of this portion of the work and who shall be thoroughly B. Exercise care in handling, loading, unloading, and storm plastic pipe and fittings under cover until read to install. Transport plastic pipe only on a Inc. and their restricted and publi- g p g p p g p g Y 9, 9, 9, g p p p g Y p p p p Y cation shall be restricted to the familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet)and shall be injection original site for which they under this section. molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket" bracketed type. Threaded plastic fittings shall be injection were prepared. Re-use, repro- 1.08 Cleanup and Disposal molded. All tees and ells shall be side gated.All fittings shall conform to ASTM D2464 and ASTM D2466. duction or publication by any method, in whole or part, is B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions prohibited except by written covering points not shown in the drawings and specifications. A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. permission from Forsum/ waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris Summers & Murphy, Inc. C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. D2855. construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. 1.09 Turnover Items F. When connection is plastic to metal,female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste,tape, or equal. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to A. Operation and Maintenance Manuals: Owner. 2.05 Valves 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or City's authorized representative at E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. A. Ball Valves permits secured or arrangements made by others affecting the work of this section. 2. Each complete, bound manual shall include the following information: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 1.04 Submittals a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local 2. Ball valves shall be constructed of a bronze or stainless steel body, stainless steel ball and stem. Ball valves shall have threaded connections. Z A. Materials List: manufacturer representatives. N 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete b. Operating and maintenance instructions for all equipment. ad list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. B. Automatic Control Valves: L,,, c. Spare parts lists and related manufacturer information for all equipment. Q 2. The submittals shall include the following information: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. p C. Equipment: a a a<a a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. 2.Automatic control valves shall be electrically operated. 1. Supply as a part of this contract the following items: 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 Industries); the 2.07 Automatic Controller item model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. a. Two (2)wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. ap c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, b. Three 30-inch sprinkler keys for manual operation of control valves. M p exploded diagrams, price lists or other extra information. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. a c. Two keys for each automatic controller. CD d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified 2.08 Electrical � sizes shall be circled on the catalog cuts. d. Two quick coupler keys with a 1" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. V A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. C) d e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class or Schedule, e. One valve box cover key or wrench. W 4C ASTM numbers and/or other certifications as indicated in these specifications. B.All electrical work shall conform to local codes and ordinances. ZV f. Six extra sprinkler heads of each size and type. c f. Submittal format requirements: 2.09 Low Voltage Control Wiring OLL Z g. For specified butterfly valves if required: One (1)5-foot long valve handle, to fit 2-inch square AWWA operating nut, for use with the specified butterfly i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. valves. A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gau�e. Q Q U U ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. 2. The above equipment shall be turned over to City's authorized representative at the final inspection. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings W 00 O cnOrn iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 1.10 Completion 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 different color for CC W F. 00 each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). W Z co 3. The Landscape Architect or City's authorized representative will allow no substitutions without prior written acceptance A. At the time of the pre-maintenance period inspection, the Landscape Architect, City's authorized representative, and governing agencies will inspect the O co work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to 2.10 Irrigation Heads W Z Q --. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. Landscape Architect or City's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been Z O r J N completed. At the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. O ICL W a a; 5. The Landscape Architect or City's authorized representative will not review the submittal package unless provided in the format described above. Landscape Architect, City's authorized representative, and governing agencies. B. Irrigation heads shall be used as indicated on the drawings. B. Substitutions: B. The City's authorized representative shall have final authority on all portions of the work. 2.11 Miscellaneous Equipment W 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and C. After the system has been completed, the Contractor shall instruct City's authorized representative in the operation and maintenance of the irrigation 0- specifications, he may do so by providing the following information to the Landscape Architect or City's authorized representative for approval. system and shall furnish a complete set of operating and maintenance instructions. A. Landscape Fabric: Landscape fabric for valve box assemblies shall be 5.0-oz. weight woven polypropylene weed barrier. Landscape fabric shall have a Q Q burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. 2. Provide a written statement indicating the reason for making the substitution. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the City's satisfaction by the Contractor Type: DeWitt Pro 5 Weed Barrier or approved equal. without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any W LL 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. kind as a result of the work. B. Equipment such as rain sensors shall be of the manufacturer, size and type indicated on the drawings. W J 4. Provide in writing the difference in installed price if the item is accepted. 1.11 Guarantee Z V � Z 1.05 Existing Conditions A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and W workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, >. Q. C and telephone line connection to the Irrigation system. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense UJ to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an J 0_ O B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start emergency (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement .I Q 0 Q of construction. Should a discrepancy exist, notify the Landscape Architect and City's authorized representative prior to beginning construction. resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the r 0. Contractor, all at no additional cost to the Owner. 03SA04TK10 (n CO LL C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered Sweeney + associates 0 F- O underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the C. Guarantee shall be submitted on Contractors own letterhead as follows: IRRIGATION DESIGN AND CONSULTING a, = W W Z V proposed work,the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the CITY OF PALM DESERT California ur O same manner if a rock layer or any other such conditions are encountered. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 38730 sky Canyon Drive,Suite C INSPECTION SCHEDULE NOTE Murrieta,CA92563 951.461.6830 p 951.461.6850 f D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work REFER TO THE TITLE SHEET FOR THE CITY email sweene a 51.461. SHEET DESCRIPTION his own cost; all damage resulting from his operations or negligence. has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any Mumeta,California Austin,Texas• Ft.Lauderdale,Florida E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 IRRIGATION calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after SPECIFICATIONS F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. receipt of written notice from owner, eve authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. DESIGNED J.L. G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work,from damage due to his operations. These plans have been reviewed by the Coachella Valley Water District in PROJECT NAME: A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN S&A H. Contractor shall notify City's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off PROJECT LOCATION: R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKED or modifying any existing irrigation system. the local governing agency(City or County)."Approval of this drawing by CVWD TK CONTRACTOR NAME: staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O C Trees,plants,walls,and permanent structure of any kind may not be planted or I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction ADDRESS: /S T 10/25/08 of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All installed in CVWD and USER easements or rig -of--way without first o taming an p 1 J 9 Y p Y P p p 9 9 pJOB NO. repairs shall be complete to the satisfaction of the City's Representative. TELEPHONE: cljment permit from CVWD. CAD FILE E �O (J 11430cf C 1.06 Inspections SIGNED: DATE ,R MA EMENT UPERVISOR NOTE: SHEET NUMBER A. The Contractor shall permit the Landscape Architect and City's authorized representative to visit and inspect at all times any part of the work and shall DATE: I HAVE COMPLIED WITH THE CRITERIA OF THE provide safe access for such visits. ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY CVWD PLAN DEV .LOPMENT vI 'SUPERVISOR IS�i FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. OF 3ci SHEETS L38744 PLAN SET "G" 03-08-10 PART 3- EXECUTION 3.06 Control Wiring 3.01 Site Conditions A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. r re than one were Is placed In a trench, the wlnng shall be taped together rn a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this A. Inspections: B. Where mo . .. installation may properly commence. 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. SUMMERS/MURPHY do PARTNERS,INC LANDSCAPE ARCHITECTS 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, 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 provided at each 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 and the manufacturers recommendations. remote control valve. (949)443.1M6 FAX(949)443.1631 B. Discrepancies: E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 1. In the event of discrepancy, immediately notify the Landscape Architect or Cityr's authorized representative. VPND SC,4,o 3.07 Valves �F� M, Murphy Fq1 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. A. Automatic control valves and ball valves are to be installed in the approximate locations indicated on the drawings. C. Grades: a B. Valve shall be installed in shrub areas whenever possible. Signature 1. Before starting work, carefully 07-31-10 y check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to Renewal Date finish grade. C. Install all valves as indicated in the detail drawings. 3-08-10 Date 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. 3.08 Irrigation Heads TF of CALtFO� D. Field Measurements: A. Irrigation heads shall be installed as indicated on the drawings. 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the B. Spacing of heads shall not exceed maximum indicated on the drawings. These drawings and/or the installation of all irrigation materials with all other work. accompanying specifications are the exclusive property of C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. Forsum/Summers & Murphy, 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. Inc. and their use and publi- cation shall be restricted to the 3.09 Miscellaneous Equipment original site for which they 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his were prepared. Re-use, repro- operations or neglect. A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. duction or publication by any method, in whole or part, is E. Diagrammatic Intent: B. Install devices such as rain sensors as indicated on the drawings and as recommended b the manufacturer. prohibited except by written 9 Y permission from Forsum/ Summers & Murphy, Inc. The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping 3.10 Flushing the System and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. 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. F. Layout: B. Irrigation heads shall be installed after flushing the system has been completed. 1. Prior to installation,the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and 3.11 Adjusting the System automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under A. Contractor shall adjust any valves,align heads, and check the coverage of each system prior to coverage test. paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. B. If it is determined by the Landscape Architect or City's authorized representative that additional adjustments or nozzle changes will be required to provide G. Water Supply: proper coverage, all necessary changes or adjustments shall be made prior to any planting. Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions C. The entire system shall be operating properly before any planting operations commence. Z shall be made at no additional expense to Owner. O D.Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. N H. Electrical Service: 3.12 Testing and Observation ocW 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no Q additional expense to Owner. 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 the Landscape 0 Architect, Owner, and governing agencies. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. a a a a a a B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, 3.02 Trenching where and when the work is ready for testing. A. Excavations shall be straight with vertical sides, even grade, and support pipe(continuously on bottom of trench. Trenching excavation shall follow layout C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for 00 >. sd dicatted on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below the planted areas is complete and adequate in the presence of the Landscape Architect. M 0g T Q D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or 00 B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. where the system has been willfully installed as indicated on the drawings when it is obviously inadequate,without bringing this to the attention of the OD = Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. LO C. Provide minimum cover of 18 inches for control wires. d E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. W D. Provide minimum cover of 36 inches on pressure supply lines under vehicular gravel ways. UJ Z cc Q 3.13 Maintenance E. Provide minimum cover of 12 inches for non-pressure lines. O C) Z During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation = w J O F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. coverage to all intended plantings. > U Q � v � 3.03 Backfilling 3.14 Completion Cleaning (n ID O O morn A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. 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 paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. W � Z 6 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 the pipe. Backfill (, Q materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed O co Q soil and shall conform to adjacent grades. END OF SECTION ^ Z O r" wN c0 J O C. Flooding in lieu of tamping is not allowed. 3 CL coal D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. CITY OF PALM DESERT MAINTENANCE a 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work Q Q 3.04 Piping 9 qP Z herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow 0) A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. the maintenance schedule&guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current O edition. LL B. Cutting or breaking of existing pavement is not permitted. LU LU J (r (A v C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and Z verification. D. Remove all dented and damaged pipe sections. _J w a W UJ E.All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of othertrades. .JQo� QF. Parallel lines shall not be installed directly over each other. J Q U In. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended 12SA05TK08 � M sweeney + associates Q p methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours IRRIGATION DESIGN AND CONSULTING t W W U curing time before filling. Z s( " O CITY OF PALM DESERT California_ - 38730 Sky Canyon Drive,Suite C (� H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. INSPECTION SCHEDULE NOTE Murrieta,CA 92563 951.461.6830 p-951.461.6850 f REFER TO THE TITLE SHEET FOR THE CITY email@sweeneyassoc.com SHEET DESCRIPTION I. Centerload all plastic pipe prior to pressure testing. OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. Murrieta,California-Austin,Texas• Ft.Lauderdale, Florida IRRIGATION K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except SPECIFICATIONS where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. DESIGNED J.L. These plans have been reviewed by the Coachella Valley Water District in DRAWN 3.05 Controller A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section S&A R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with A. The exact location of the controller shall be approved by the Landscape Architect before installation. The electrical service shall be coordinated with this the local governing agency(City or County)."Approval of this drawing by CVWD CHECKED TK location. staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O ( Trees,plants,walls,and permanent structure of y kind may not be planted or s T R 10/25/OS B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. installed in CVWD and USBR easements or ri t-of-way without firs obtaining an hment permit from CVWD. JOB NO. 114�0�1 C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. - 2.X(0) CAD FILE DA E I MANAGEMENT SUPER ;�� NOTE: SHEET NUMBER I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY CVWD PLAN# DE 1.LOPMEN RVl E SUPERVISOR lSiiiiiiiiiiiii,2FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. OF 3q SHEETS L38745 PLAN SET IIG" 03-08-10 ti SyaRe ORS s o - N �aap-O KAND R I a=s x•as a a o as aaax R oa ai-s R ay a ea x ��*.•�. ni SUMMERS/MURPHY& hPARTNERS, /I �N C LANDSCAPE ARCHRECrS a 34197 COAST HIGHWAY,SUITE 200 w DANA POINT,CALIFORNIA 92629 a (949)443.1446 FAX(949)443.1631 � RUB E a a D$CAp Mu a 11 R Signature 07-31-10 Renewal e GERALD FORD 3-08-10 Date OF OAUF PROJECTKEY MAP N.T.S. LOCATIONVO These drawings and/or the accompanying specifications are the exclusive property of UT/Ll7Y STMBO LEGENiP Forsum/Summers & Murphy,, Inc. and their use and publi- cation shall be restricted to the5CE POWER POLE original site for which they were prepared. Re-use, repro- .,L/!IIIIII!II'-..IIII!!-II.—OK—..;�aW,v I'•!:—III;'i.�III''I1t1111 i_-iI)I'a-'-!lIII;ii;—_orn-.II,I,I^.'?y aI!I!II<lIiI/itII a..4—t.—.-te—r--®,—,/r o---O<�.>—/a_-—?II!IIII!II—« —_a1"--1--4_ `..—.'� —.'".i C'—{',',1_>.a—" "'—>".,_.,',^i."o.^a-.::'u.".,-.;,'•a„/I„IIIIIII!!II,I te.T!,..x.-S"",/"...I IIII III!Ia,III iV,,-".-//--:'_�-/^.,":c.:�/,/,`uIi;;./...3:.....,w..�./-<:I I-IiIIIII II.Y,,!//om I/,I.//,<::.,.I.-I!Il.IIII!II I.,�.//'..,,-.�./:c n—.♦</,./..,..,-..../:g/......,/�.._.-...,,/—._,.//.--.;.-/a-"`/'/.�';.::6., ?/,,,y-,c _.-,,./,.-_-....V.i .. �'c<.(24 i,IIIIIIIIIIII I.',✓..e.c/�IIIIIIIII!III.- a, -"_r...-.r' ..,,y,-".,rc,`°',`-O:-:h.._?r^•_.'._r✓�C_1^,„.¢'.w.�r_,...a'. I'',I'—S- -„-_cvO,�/"f,a -i-----_-f--`$--..S--24 ao•.ues—s(-"'1."---`—Y,,—I!'IIIIIIIII,(—'fr-A I!IIIIIIIII,c TLi(i-i3,,6-eo_^,..n, �r\:.)\\\\\\\-\i\"\�i'\.A\.-\\/\/\/--\_-\o\-\--—\—\IIIIIIIIII-°\„TIIIIiIIIII 4 _iv1�1■11� iIIIIIIII_C—i-iIIIIIII II �,/-\ s�/ca —iIIIII!►IIIt— IIIII!►IIII I—CC—2p4/—IIIIIi►II A—-IIIIIlt!!I — _ 7 IIIIII!►►I' IIII►II►►I %o'�;1111�111 IIIII!1!I duo�Z`rocf t ion II�_vo—r-I p �u b�l icQVa 7ti o.zJQJa-�nL .�a /Y m�by an y method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. mC 10 z - - - - - - - - - L- — — — — — — — — — — — — — — — I —J - - - - - - - - - - - - - - - O - - - - - - - - - L/ J — — — — — — — — — — — — — — — I in - - - - - - - - - - - - - - - - - - - i- - - - - - — — — — — — — — — — U ?LU 4)24) cr ae _ccO � 7 7 "d- 11 e r_ c / z SCE "TRAIL GERALD FORD DRIVE 30' SCE EASEMENT p U. aw co OcoZ ( Zo0 WwO2VW ZONOTE: m _3 N O C- mTREES AND SHRUBS WITHIN 50E EASEMENT AREAS HAVE BEEN DE5I6NED AND SHALL BE MAINTAINED 50 PLANT MATERIAL SHALL NOT EXCEED 15'-0" MAXIMUM HEIGHT. W NOTE: IL REFER TO SHEET ML-2 / MASTER LE END FOR ALL PLANTING LEGENDS AND NOTES. CO) Cr.� � NOTE: > W NO TREES SHALL BE PLANTED WITHIN C.VYI EASEMENT OR RIGHT-OF W A5.1 1 12 I I 1 14 z NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. U 0. w 1- - - - - - - - - - - - - - - - _1J L - - - - - - - - - - - - - - - _IJ — — — — — — — — — - - - W- - - - - - - ~(�) . 0 UjAc W24) J H36) AC38 SCALE: I 20 ` SHEET DESCRIPTION— _ ^ NORTHT e PLANTING = DESIGNED GO These p1 shave been reviewed b the Coachella ValleyWater District m T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10,8,Section DRAWNJ,(, SCE TRAIL„ GERALD FORD DRIVE 65597 et seq.requiring efficient landscape d irrigation design in cooperation with CHECKED, the local governing agency(City or County). "Approval of this drawing by CVWD P.M. staff does not constitute approval to encroachinto district and USBR Rights-of-Way. Trees,plants,walls and permanent structure of any kind may not be planted or DATE S T installed in CVWD and USBR easements or ght-of-wwithot f tobtanng 10/25/05 -oachment permit from CVWD. JOB NO. e_I CAD FlLE11450q DAT EMA AGEMENT SUPERV ORG/7 YOF PAI—MVE56?7 SHEET NUMBERIN5)=ECT/ON 5GHHEPULE NOTr CVWD PLAN# DE ELOPMENT VI E SUPERVISOR REFER TO THE TI TLE SHEET FOR THE G 1 TY Or- PALM DE5ERT'S INSPECTION 50HEDULE. OF 5CI SHETS rot .I L38746 PLAN SET "G" 03-08-10 oNgy SyOR PICASSO DRIVE G F oRN� Amm � NDI AY g s c R - e R i s n ' a a - SUMMERS/MURPHY&PARTNERS,INC. x g s R s i LANDSCAPE ARCHITECTS pPJ i = F s i i W 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 s a i R a z a s a (949)443.1446 FAX(949)443.1631 a i o cWi W Y i i o RUB E i a NDSC �,• Murphy q - i � do y + V M U N R a A. R i a x n p F i R I` Signature 07-31-10 * Renewal e GERALD FORD 3-08-10 J'T Date �P �TF OF CA1.1FO�� KEY MAP � N.T.S. ,�� PROJECT O R� LOCATION These drawings and/or the accompanying specifications are the exclusive property of U71L 7-r- 5TMBOi L565ND Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. 33 i t I I I � , ( ! ! I ► I f l { I 1 1 I f � I I � I I I I I I l 1 !I'I I ( I ? I I ► 1 I I I I I I I I I I II , , 32 I , 1 , 1lI,I I , II ► ? ► ? ? ? ? I ? ? I, 11 1 1 ? ? I I I I I I 1127 I I I I Oil I I I I 28 I I I� ? 31 ! ► � ► 30 11 011 29 1 ? ► ► ► ? I1 ? , �I ► I I i t ! I I III � ! I I � ► W I I Ipl I I 11 Z II II If II II II II III O - - — � LI- - - - - - - - - - - - - - - - 1 `i' I i ! - _ - - - -- - - - - - - - - - - - -� � L - - - - - - - - - - - - - - � � L - - - - - - - - - - - - - - 1J LL - - - - i . Q LU T \, o BCt24) i• i *36) DS(24 / DS(3S� l 2 2 LDS 4) DS�24 4} r ; 8C 24 t i ' ; 1 OD r o - _ 71 3 Ill - - .. �✓ .t.. -.... ;:.r.l,..yam..... _ +/ :._.:...... '—.—._ i C.. '. <' ,/ _ • ., / e. - ,Q ! .. xn / f .. n rs _ t , g' a , 1 f b I e / O i , / l ® ,.. ._ .,•. ,.�, TCL O -'..v. -,..y._ �.. .7 W 1 - -- — z a I SCE "TRAIL" 30' SCE EASEMENT GERALD FORD DRIVE SCE "TRAIL" —30' SCE EASEMENT � ' `�` `; y O O z LU S zF 4 `i wr.na ti; P I V) O co W W � o 0 co It W O � 04 Q (. (D ITS. v NOTE TREES AND SHRUBS WITHIN SCE EASE NT W AREAS HAVE BEEN DESIGNED AND SHALL I I I I I I BE MA I NTA I NED� 50 PLANT MATERIAL SHALL Q 1 ? ? I I I I I 11 2 4 I I ? 2 3 1 1 ? I 2 2 I ? I 11 i NOT EXCEED 15-O MAXIMUM HEIGHT. Z ? 1 1 1 1 I 25 1 1 ? 1 1 ? I I I i j 1 1 1 I I 21 I I a ? NOTE: co 1 ~ � ? 26 I I ? ? I I I 10 1 ? ? j to I I REFER TO SHEET ML-2 / MASTER LEG ND W LL 1 , 1 y ; I W I I i i o i ? 1 I� I I I FOR ALL PLANTING LECGEND5 AND NOTES. W ( I I i t ? I I I I I W a I ? W? 0 1 I { I I ? ? ? 1 l ? ? ? I I I NOTE: z II ? � � I �? ? j ? ~ I -- - - - - - - - - I I ? ? 11 I I o f I �- - - - — � NO TREES SHALL BE PLANTED WITHIN .Y.W.D. � W - - - -- -- - - - - -- - � EASEMENT OR RIGHT-OF WAYS. d� s t L`L - - - - - - - - - - - - - _ � � - - - - - - - - -- - - - - - - 1 - � o L L — — — — — — — — �- - -- - - - - NOTE: �'- a W —� a 1 1 NO CONFLICTING UTILITIES WITHIN PROJECT AREA. W C 4 BC(24) _.AC(24)_ � _ O-.. — f ! -- — — — — --- — � — 1/ � Q ) � '"i 24 (1 1/� M U. _ v AC(24) �, �4) �® . -� / -_., _ �`� - — - _. � I � 0 � 0 ' �2 -- CH 3fi ' _ 8plb24) ( � - ( ) _. ._,j DS(36) 24) IIH(24) - O / _ _ — — — — — — — �; i h+7.....- _ = ! T ! — / — _ ✓GALE • 1 2 0 LU z f ' 0Q — s T �Z SHEET DESCRIPTION 1 C I I NORTH TREE t` , - - - - /VINE t r - `< — _ - - r- -F`— — ,c3O cr — V !. G r, . .n v �'' _ .,,� _ c - .c i .I k f;n Jam. 1,'f�_ -.,SPi'v, '3"'• r;: __ .n ., G a -- __ .— f' , ,,..;:.^.�- c t a tr r , OF --.:C-. �i-:�y.�, >. - �e.. ��4+ ') PLANTING < e - L_ - .f .,;-', '.c_„•.. .. I ' ;: c.a • *'p ,'. ..<c,>`x c`:•h s .' — .-.-. — — — -` rx DESIGNED 1 . J.L. -- - —-- - — — — — — These plans have been reviewed by the Coachella Valley Water District in 1 1 A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN J.L. 1 R 65597 et se requiring efficient landscape and irrigation design in cooperation with GERALD FORD DRIVE the local governing agency(City or County)."A goval of drawing b CVWD CHECKED SCE "TRAIL" 30' SCE EASEMENT g g g y y) pp a y P.M. staff does not constitute approval to encroach,into district and USBR Rights-of-Way. p Trees,plants,walls,and permanent structure f any kind may not be planted or S T R G installed in CVWD and USBR easements or r ght�of--way withou first btaining an DATE 10/25/08 Qn rQachment permit from CVWD. JOB NO. U 11430Q DATE ER MA GEMENT SUPERV OR CAD FILE CITY OF PALM OE5ERT SHEET NUMBER I N5PEG T/ON SCHEDULE NOTE CVWD PLAN# DEVELOPMENT VI E SUPERVISOR REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERTS INSPECTION SCHEDULE. OF 3q SHEETS PLANS IIGII 03-08-10 L3874.7 _I Dl�y Sy � oRF oR PICASSO DRIVE 2 ! - fN, sa1 aeMATGHLINKAN-i s AY s g t e ° - o e _ SUMMERS/MURPHY PARTNERS,INC - - - - - - 24) LANDSCAPE ARCHITECTS rn v34197 COAST HIGHWAY,SUITE 200 e • F tt = a ,�„ DANA POINT,CALIFORNIA 92629 a .'I I � -�I • � ��, I I s e � z a s a (949)443.1446 FAX(949)443.1631 I (24)1 r I I $ s a tt • $ a g 0 I I � e � w s D SC e A �LPN ApF a e a e A e AC(2 ', I .-+�\,\ o r , ��'s h�`<rr'f,. � I I ( • � a e A A G e a e U \ > S I I V E RAi Q I � �L 16 CHI I . . - _ - 07-31-10 II a ) I enewal ate ~ m I I GERALD FORD GERALD FORD * 3-08-10 U. Date ! CV(36) '�i, r I r `1 I I PROJ GT TF OF CAL1F�� KEY .TMs.A P i LOCATION `gyp ) R These drawings and/or the I I(o I accompanying specifications are the exclusive property of 24) BCt24)' + I UT/Ll7Y 3YM�OL� LEGEND Forsum/Summers & Murphy, Inc. and their use and publi- SGI= POYVER POL� cation shall be restricted to the original site for which they Top i I (2� l I were prepared. Re-use, repro- duction or publication by any method, in.whole or part, is dN(3a) Z prohibited except by written permission from Forsum/ I I I W Summers & Murphy, Inc. cv�sa� 1 I I I I W / PA(151 \ / ( — — — — — 17 PA(015') '.� } I D I c I \\ 1 I I I 1 (�) 3F e � I j<<j<<< \ ,iA(1-0) P 0� v; e s ( } ' i I I I I 0) WO 00 00 c nNju k am i i , I I I I C , 1 p5 4 V� CL H 2k W. ,. . I' / >/ � �A.�z fT !2d`� : ; � -•-"-\ 1 I Y K z \ I 9eY�: ; / f i CF(36j l r a, S ` I �, :s-= # ;". O = W O ' I ' t y � I, �; '. - '�-...,,:.r"-a.2Y5". `` , i t � i '• ,, °' .yc-�r`„• 'i{: I 1� ''YRt: - �L o �r I I O 0 C� NOTE O CL m J rn 01 r / I I TREES AND SHRUBS WITHIN SGE EASEMENT �,� I AREAS HAVE BEEN DESIGNED AND SHALL / r ( BE MAINTAINED SO PLANT MATERIAL SHALL v` , ` `4 / / Y I NOT EXCEED 1 S'-O" MAXI MUM HEIGHT. W r a 19 - ,_ P , __ /f , iIL �/o NOTE: r �(24) I I REFER TO SHEET ML 2 / MASTER LEGEND V Z o i t� cc ,( I FOR ALL PLANTING LEGENDS AND NOTES. U. ,- „s( -__ _ t x �/ \ NOTE: J I I f { \ -== f - ' _ �� O TREES SHALL BE PLANTED WITHIN G.Y.W. cc CO V 1 � / � 4 t ti � ___ / � , , ,�, � _ __ .<- ^r, T ,, \ I ` I EASEMENT OR RIGHT-OF WAYS. I a I ( 2O o - - --- / Lys` G ! BC 4) // / `'\ / \ I § - - � 7� r4f ! J/ / I / NO CONFLICTING UTILITIES WITHIN PROJECT A. 0. -- NOTE: cc I ARE r y rr�!RY ;�, /\ �/ / W I 1 I 1 I CH�!^'! - ,.., F E :. -'-•_-"-vr.{ - '+� �, Ts, t y� �+ z L� S J- / / ` !// ,` / \ I y ° 04 \ o v i Or - 8C�24 � s x?, \ I <. CT �W rr.. _ ,i- /'„it 4y!'.. �,. �J ,.,�,<¢�,. .^tiY+7'" _c ?' < ,1;s� \ .• ,J war aJe�, .i d-� / \ / ��`. -" _ ^. :,,. ,:;L`... 1 ��..pr .. r .:-C, .- �%`fix ,>;.. ,�• �, - .,,-. �aCt pppp�/24 o2� 1 i f/ / / �_�. , / I MU. SCALE . 1 = 20 z �1 , 8C�24) _.i- ,}� •� �r a �r_.. ,; \__—i r-t- ., '�.! __ � I ,\ : a �t ` a. e � � V 36 v Q O ' �) _ ACSr A f KF `a^ `C ;v`.1 �.: / \, SHEET DESCRIPTION r :� NORTH v / ,: aof 2 4 �VINE PLANTING h � TREE 'may .y Ls, c J ." —�-F ---_"p r i .'. I��. ,F` .Y e i:4� s..� r .,�� r3. `< :v':' - . - n _ _� _, y. _ .. � - - �S"-` !,,: .'�`�., ram'.,v-:'E < d 4.'.1 t;.� _ �-3�` -,v° r'. ._d_'v[<c,, -_e-,. ��",, f —' -- � � �. ��;. v>:- ��. ,� � _� -� � �,, _ DESIGNED � I JL — I ` I These plans have been reviewed by the Coac ella Valley Water District in SCE "TRAIL" 30' SCE EASEMENT ( ATE accordance with Water Code Title 7,Divisio 1,Chapter3,Article 10.8,Section DRAWN J.L. 65597 et seq.requiring efficient landscape anJ irrigation design in cooperation with CHECKED GERALD FORD DRIVE L — — — — — — the local governing agency(City or County)."Approval of this drawing by CVWD P.M. staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O / 3 T R G Trees,plants,walls,and permanent structure of any kind may not be planted or lO/2�J/OS installed in CVWD and USBR easements or gilt-of-wa without fi obtaining an en a chment permit from CVWD. JOB NO. U 11430Q DA ER MANAGEMENT SUPERVIS CAD FILE NU BER pA G/TY D /-I"tLM DST CVWD PLAN# 44EIOPMF��Ilc SUPERVISOR ZN INSPE'GT/ON 5GHEMLE NOTE TP�3 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'5 INSPECTION SCHEDULE. OF 39 SHEETS L38748 PLA ' 03-08-10 �/yqy syo� ' v ORn'F PICASSO IV tN, gsa _ R es m t� m m m s� N INSKY AY RMATGHLINE - 5EE 4) oSUMMERS/MURPHY&PARTNERS,ING 34197 COAST HIGHWAY,SUITE 200 Fir R a a LANDSCAPE ARCHITECTS a N R s s w DANA POINT,CALIFORNIA 92629 MATC.+LINE - SEE BELOYV- R16HT ( I i ; I ! C�(3s) r°.;ter 24) s a a R s x ° a a a (949)443.1446 FAX(949)4431631 M M m assi s� e• �� ( c 3I - s $ e I I I rs �c �. • i R R R 7t a R a $ 4 a $ 0 - - - - - - - --I !I� � ,� �� , I � — — — - - — 1 I I'�f ey ILIA C 1361 Signature 07-31-10 Renewal Date GERALD FORD 3-08-10 7� GERALD FORD Date P cc(2+) ��qTF n I -I �` I ? ' , h-� �� 24) I KEY MAP PROD GT of CAUF 21 I < ' I t24 ;� LOCATION I ' I N.T.S. OR !AC(3et' 1 I I rap } ! f \ These drawings and/or the I � accompanying specifications are the exclusive property of Forsum Summers & Murphy, UT/L o Y SYMBO LjE&ENI� Inc. and their use and publi- cation Y� . 1 I I ' cation shall be restricted to the — — —— — — — -I ': I ps( 4a t I Ck(38) \ -- — SCE POWER POLE original site for which they - - - - -i '� " 1 — — — 7 , O o �� were prepared. Re—use, repro- duction or publication b an WV) P Y s method, in whole or part, is prohibited except by written — — — — — — — —1 BC(24) I I i r f I i, permission from Forsum/ — — — — — — — � ) vA I I �, ) Summers & Murphy, Inc. %` ac 24 I o, � I / ! AS(24) : I w�,� z` �C�24) �V OS(24) �o��'i AW(24) I 4 I I oWt24) CC(o24)�� 22 CH(3*) ' z CF(is� ,I" `r i , o �24) I 41.41 -TQE- - - - - - ' 4LU J I I rrl J K ) � k - - -- - -- - - Q �n �► 18 1-'� �� AC(3a << I aaDaa 1 I 1^(24)23 co I cH(3e) II \ z 1 1.4 _ ®Q I / ,� �' 1 5 C/ � \ IL AtW(24) ' I / / / \ V l`, 1 / I ► Imo ; ¢ z Ft�� - � 4, II� � I li # _ tb f w Y ., O , I , , 4. n^ , } L _ a ✓ , s a t. III 0 � `1,A. AW(24±! I I e� � 4 � VV TOE— — — — — — i __D ) \ C ('�) I / \ o I I \ \ I VVV - O y a ao 1 \ Z F— s, `\I �`` I WIm O - - - - - - - - I D%24) I Ut I \ �('387 I I 3r Q W Z O �• II `, Iv i ,I O m _j N 19 ,� �, ; Q0. I I ec z4j\ I I d ec NOTE: TREES AND SHRUBS WITHIN SCE EASEMENT U I AREAS HAVE BEEN DESIGNED AND SHALL I BE MAINTAINED SO PLANT MATERIAL SHALL OW. �c( e) �u) ( NOT EXCEED 15'-0" MAXIMUM HEIGHT. 24 I z NOTE: CO) I, REFER TO SHEET ML-2 / MASTER LEGEND �... O 2 cc 4� I 1 LL. I 4 I I 1 ( W FOR ALL PLANTING LEGENDS AND NOTES. W W J I k \ i W NOTE: Cr. (/) V NO TREES SHALL BE PLANTED WITHIN G.Y. .D. z r I EASEMENT OR RIGHT—OF WAYS. NOTE: co w�-- =TO� NO CONFLICTING UTILITIES WITHIN PROJEG AREA. LU n y4 Oil2 0. - - - - - I '. . J oo� J f ai4'i A I I I IdI I ! I I W COL ii ect2 ��: l i i �t , + I o 0 I rC(2 I I I ' I = 1- I SGAL. 1 " 20' W z a g � ; ' I I I Z LL — 1I , ,tc(,as o `a I I— t� 1 j `�� \ 1 I I I I I�� I I I SHEET DESCRIPTION 5 I I I �, ; I I20' 40, 0' 0' NORTH I r, , I i . l I TREE /VINE 24 ` +� ) '':.I 1 I 20 I I I I PLANTING Ds 2b) DESIGNED J.L. I BC�24) fir'$ I I These plans have been reviewed by the Coac ella Valley Water District in x � �� I accordance with Water Code Title 7,Division I,Chapter 3,Article 10.8,Section DIVMN �J,L, Mi(24)/ 1 ( s "�I I I 1 ) ( I R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKED the local governing agency(City or County) Approval of this drawing by CVWD P.M. _ _ _ _ _ _ _ _ — o _ V �` I staff does not constitute approval to encroach into district and USBR Rights-of-Way. i I I _ _ — — — — — — — — — I I m �� Trees,plants,walls,and permanent structure of any kind may not be planted or DATE y 1 installed in CVWD and USBR easements or r ht-of-way ithout first taining an 10/25/08 — s aso s. a sr ti ssi s� s� i �, enc achment permit from CVWD. )C+B NO. — —MATGHLINE - SEE SHEET TP-3;+ I + e• a� s� s� es� s� s� s� s� e• ss /M a� aaae� ss� s? e� } M sea M s� MATGHLINE - 5)=E ABOVE- 1.£PT I G•�/ CAD FILE 24) I - - - - - - - - - - - - - - - -� DATE GEMENTSUPE a �.k ;� , , \ ER MANA RVISOR \ - - - - - - - - - - - - - - - -I ��24) I I SHEET NUMBER $' T CM` O)" PALM VE5E RT 1N.SPEC /ON SGHEO7ULE N07E CVWD PLAN# DE ELOPMENT S I SUPERVISOR TP`l1111111111114 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. OF 3Q SHEETS L38749 PLAN SET "G" 03-08-10 D/�yqy SyoR v � PICASSO DRIVE R S IC N F0 X s E s a S 5 a s R R Q inno KANDI AY A i R SUMMERS/MURPHY&PARTNERS,INC. n s s s LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 s k s Z DANA POfNT,CALIFORNIA 92629 Uj a f! = s s k k R s F a (949)443.1446 FAX(949)443.1631 E @ s r k S a p g k = $ O S R R 0 = g O Y RUB E & ° ND SC Irphl, 4- d R R R R R ii R ± 6 R 9f Q p R R & A R • a R R R Z i • $ +t�` \� T. � U • L1J � CA V ME s IN P 07-31-10 GERALD FORD 3-08-10 GERALD FORD i Renewal Date ..~ *S(24) ,\\ \ Date ~ PG(3� KEY MAP � P OJEGT of ca,�� GATIO NAH N.T.S. N .._ _ �3s, — _ _ 1H o R _ - SHORE D EThese drawings and/or the accompanying specifications i As(2 _ -_. _ , — — re the exclusive property o AI*24} s l' UTiL 17Y J' I MBO. LE6ENP Forsum/Summers & Murphy, — _ Inc. and their use and bli- �~ - — / -- -- �`'' � ' . , '•- � '�+��? _ �, cation shall be restricted po the — — - r original site for which they _ 5GE POWER PO o r - T - - ductionrepoarPubRcotion�by any method, in whole or port, is -- - - permission from Forsum C,H(24) �� \ prohibited except by written o Summers Mu Inc. _ -. .. o & Murphy, o U�\ t rp PC 36- ✓ CH(38) V\� � .�.. .. RA �.� A �\ 1�>k _':-, .4-��_�� m,r, � ,c�+� ��(',b ems- �r � l,�.��"•-' ` --�__ r "� _��7,�a y�z"-.!�1�`� ��cL�, , — V L c�f„r h k Yk3f �'_ fah S j ,L rr\�,aR�3 12 3�,� H(36) ti \ _ � s �. r 1�1iy,� 7i>-• r;: r 7'3 r +'1 �. r� � i. PG(36) + �> `. J z 1 I \ ej ILI AS(24) Uj / / J 1 � \ \ a \ `a 24 yT0 Or CT' ,v ram., t CH( 4) I T I M Ii Go (L LU � f �\ II . fifi z w - \ z IC \o` \ � z 00 X.\ 1 \ ac(24) W ?� z m \ \ \\ + W z O NOTE: m a nJ 1 { TREES AND SHRUBS WITHIN SCE EASEMENT O CL \A(115 x 1 AREAS HAVE BEEN DE5IGNED AND SHALL Nil BE MAINTAINED 50 PLANT MATERIAL SHALL FiA(\� f° NOT EXCEED 15'-0" MAXIMUM HEIGHT. W W NOTE: [L %Z4'ys `, { { REFER TO SHEET ML-2 / MASTER LEGEN (� Z FOR ALL PLANTING LEGENDS AND NOTES. CO) � v { { w NOTE: ~ U. o I { cn W LU J \ ' NO TREES SHALL BE PLANTED WITHIN C. .W.D. Ll.1 Q Cr CO) 0 A�� \;�� \ `,v ( c EASEMENT OR RIGHT-OF WAYS, �... NOTE: k \ \ NO CONFLICTING UTILITIES WITHIN PROJECT AREA. LU W , 1 W I J CL jim" CO)MATC+LlNE - SCE 4E �l " M LL \ SGL I " = 20' W Z o CH(24) � � I ` J /� SHEET DESCRIPTION of r 20' 4o, : �0' NORTH TREE /VINE PLANTING DESIGNED J.L. These plans have been reviewed by the Coac ella Valley Water District in DR/a1��lld A T E accordance with Water Code Title 7,Division1,Chapter 3,Article 10.8,Section J.L. R 65597 et seq.requiring efficient landscape an irrigation design in cooperation with CHECKED the local governing agency(City or County). 'Approval ofthis drawing by CVWD P.M. staff does not constitute approval to encroach into district and USBR Rights-of-Way. p 3 r t G Trees,plants,walls,and permanent structure of any kind may not be planted or DATE 10/2�.�/08 installed in CVWD and USBR easements or�i ht-of-way without first btaming an encroachment permit from CVWD. JOB NO. 11430q v CAD FILE DA W ER MA AGEMENTSUPERVI NUMBER Ai G/TY OF PALM ,tDE5FRT _ I N5PFGT/ON 5GHEVULE NOTF CVWD PLAN# DE ELOPME VI SUPERVISOR REFER TO THE TITLE SHEET FOR THE CITY OF TPIM5 L PALM DE5ERT'S INSPECTION SCHEDULE. OF 31 SHEETS L38750 PLAN E " 03-08-10 D�Ngy SyORf oR PICASSO DRIVE. a � t - N INS AY 4 ! a SUMMERS/MURPHY&PARTNERS,INC : a LANDSCAPE ARQiITECTS 34197 COAST HIGHWA,SUITE 200 DANA POINT,CALIFORNIA 92629 -4!r s % o o a s x a a a a (949)443.1446 FAX(949)443.1631 RUp s ° i It ! R E a � 1.PNDSCAD ° a a it s x a x a S s ° n % % a � Mur q ni x a a •a ! - �X� M• Ahy O � C w a a ' ! - � �G PA(15� / a a a z a a a x R - fY -I a RAI W ao Signature 07-31-10 Renewal Date 4 GERALD FORD GERALD FORD 3 10 Date PA(, lF OF CAt_IFO� 9� / . PROJECT KEY MAP K. LOCATION N.T.S. O R� These drawings and/or the accompanying specifications P ts7 are the exclusive property of UT/L/TY 5YMB0 LGNI7 Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the i' 41 Z / — — SCE POWER POLE original site for which the wer � prepared. Re use repro— duction _ P�lo7 ~ ^�2 orpublication by any O _(-_ - method, in whole or part, is \� t_ prohibited except by written ° as(24 permissiono um/ CH(36) CHfrom F rs `� ' ` �S fSummers & Murphy, Inc. ��T Try V i 4 PG(36 1 / iPW Z 91k24) lop LLJ Ail PC( 00 3 + Q a a / ° 00 00 PE [L \ _... Lk36) i Tay u(36) ZWJO o O / /I Q r P 3a - "' " O_ \ ♦ \ pJ�(1s� /` Gov /- O 8 F a: O 00 W LUzo CD / L — — — — I I I W Ilk 0 ♦ w / � - - - - - - - - - - - - - - - - - - - - - - L_ _j Z iC ° - � - o �y N t� j ( O PA1 PE(36) CH24 C 3 'OT Y 8)u(30) o (101♦ m a y / ° NOTE: \ ' / RETENTION BASIN M36) ' ° 71;ZEE5 AND SHRUBS WITHIN SCE EASEMENT♦ s �� / / 1 ; / \ ^y AREAS HAVE BEEN DESIGNED ANO SHALL W / / \ ♦/ \ , 4 / �' x �� , ` t �� BE MAINTAINED SO PLANT MATER I i4L SHALL CL v �R` ,` / / I � � � "�� x I NOT EXCEED 15'-O" MAXIMUM HEI&HT. Z NOTE: C* ♦♦♦ \ // / — - — — — — — — i REFER TO SHEET ML-2 / MASTER EGEND W U. / FOR ALL PLANTING LEGEN05 AND I NOTES. ♦ / it Cl) V � NOTE: ♦ � � � � _ I NO TREES SHALL BE PLANTED WIT IN G.V.W.D. C0 Z ♦ ti _ EASEMENT OR RIGHT-OF WAY5. W \ ♦ \ CF(36)CH(36) 6 CC 0 ♦ \� !� � ° ~a — — - _ - — — �--i NO CONFLICTING UTILITIES WITHIN PROJECT AREA. W W 0. � rm Vj M U. SCALP: 1 " = 20' wz 2 ° I o 11 a. _ _ I .. SHEET DESCRIPTION v 0,� R 20' 40' o' NORTH ° __. �n n.,l C,yr. MICHELANGELO GATED .�6) � , '::��tri"��„ TREE /VINE PLANTING ENTRY SEE OVERALL SITE PE , � MAP FOR'LOCATION I_-- `H(36' DESIGNED ° I These plans have been reviewed by the Coachella Valley Water District in DRAWN -- T accordance with Water Code Title 7,Divisio 1,Chapter 3,Article 10.8,Section J L LOT 49 � A � i I R 65597 et seq.requiring efficient landscape an irrigation design in cooperation with r— — — — — — — — — — — — — — — — — — — — — — — — —r I the local governing agency(City or County)."'Approval of this drawing by CVWD CHECKED P.M. 1— — — — — — — — — — —� — — — — — — — — — staff does not constitute approval to encroach linto district and USBR Rights-of-Way. I I �� O Trees plants,walls,and permanent structure Of y kind may not be planted or DATE i I I I s T R ► c 10/25/08 installed in CVWD and USBR easements or ri t-of--way without first o taining an e cr a ment permit from CVWD. JOB NO. I i Z� C 1143oa I I I CAD FILE DAT R MANAG MENT SUPER V OR SHEET NUMBER C/TY Or PALM IDE50RT _ IN5PEC710N SCHEVULE N07r CVWD PLAN DE ELOPME ERV ESUPERVISOR TP11111111111 6 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'5 INSPECTION SCHEDULE. OF 3q SHEETS L38751 PLAN SET "G" 03-08-10 H SyOR��Rn PICASSO DRIVE R , C - KANDIN SK AY s s = t R ° c SUMMERS/MURPHY do PARTNERS,INC LANDSCAPE 4197 COAST H CHW YS 3 SUITE 200 DANA POINT,CALIFORNIA 92629 $ = R s x x a a a (949)443.1446 FAX(949)443.1631 R R O Y - R i C RUB N E R ° NDSC : Q A pF MU, y q !- ph G ' ', K p a a & a a a a R R R R 7 S • S - - - � ,� � V ME s M N AIN Qo � -i a R a a « R ¢ Signature 07-31-10 Renewal Date GERALD FORD * 3-08-10 `!'>q Date KEY MAP PROJECT rF°F cAUF N.T.S. ,�4 F < LOCATION These drawings and/or the accompanying specifications are the exclusive property of UTIL 1 1 1J' LEGEND Forsum/Summers & Murphy, Inc. and their use and publi- - �- SCE POWER POLE cation shall be restricted to the original site for which they were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. I I I I I I o f I I / I Q / ► I I I I I I I , I ► g I I I I 10 I ; { I i I I I I I I I I I 1 I z L- - - -- - - - - - - - - - - - - -1 -� i_ - - - - - - - - - - - - - - - -I _j I I I I I I o I— - - — - ---- - - - - - -- — — — — — — — — — — — — — — — — — — — L- - - - - - - - - - - - - - - - -1 _j L- - - - - - - - - - - - - - - - —J l LUj of 1 f r ..�r�.-) G� FS - - ��:.. .,,, ,, ��,,,b;,, ,iF FS� - ,, as FS G _ ,1 ®` �-� G I i .,-. ._ '�J.-^ `. � � -.�»-i J -o _,^1J�. c � : ',/`. � l A {',pJ,.:.. ,-.,.s i. -c- __ •-� :,.:v/ - .{`i i ` _ Yam- _ - -- - - e l. A . / f - _ _ co) C1 C?jrQT -4 w C f ( 14 / d . 1 d 4 / l' d c � I d. a . a 4 �� '1T , � .t; i .�.�t J � S`p _ tr'� , -car}, 1 W Z V O 0 a 1— SCE "TRAIL" GERALD FORD DRIVE 30' SCE EASEMENT LL z o Coo00 W wzm W O 04 O m04 i ' ' I ' ► I I I I I I � I I ', i i i o; � � \ , O 0. OIL ,. I ! I I I I I I I I I I ; i l , NOTE: TREES AND SHRUBS WITHIN SCE EA EMENT AREAS HAVE BEEN DESIGNED AND SHALL W I I I I { 1 1 1 1 I I I I I l l d i BE MAINTAINED 50 PLANT MATERIAL SHALL 0. NOT EXCEED 15'-0" MAXIMUM HEIGHT. Z I lol I I to IDy I I I I I I m l I I I ^ I I I I I NOTE: REFER TO SHEET ML-2 / MASTER L GEND LL � � 1 W a I I I I I I FOR ALL PLANTING LEGENDS AND NOTES. W J i1 I I 11 I I I I ► ► I I 13 ; ; I I -' T NOTE: 1I ► ► I Ii 12 ► ► I ► -01 14 /, cc Cl) I 1 1 I I I INO 1 W1 / EASTEMMEENT OR RIGHT OF WAYSWITHI G.V.W.D. (n W I1 I I I I I I I ( I I I — __ _ _ . — � �' T �/ S SHALL BE PLANTED - s NOTE: �"' 0_ co 11 � L - - - - - - - - - -_ - - - - - -IJ L - - - - - - - - - - - - - - - � � L L - - - - - - - - -_ - - - --- - - - NO CONFLICTING UTILITIES WITHIN P OJEGT AREA. � W J — — — Qa(48, LU SGALE I 20 w z L P , ,. „may \+.r'zr. '' °'>�' �s--` ✓Y -_� ,1 .. Q ;.t " i i \ SHEET DESCRIPTION f, � fr I ` a , � . _ � 01 NORTH 1 �d4 \ SHRUB PLANTING a DESIGNED ® JL ¢ a >,ss "i q; c G -_ ___ __..__ -_ _ - The 1 h'v been reviewed b the ac ella Valley Water District _. --_ _ __ - __. - . _ _. _ .,- _- ._- _ se plans a e e Co ey s c m t 1 A T E accordance with Water Code Title Divisio 1,Chap 3,Article 10.8,Section DRAWN J.L. SCE "'TRAIL" GERALD FORD DRIVE �_30' SCE EASEMENT 1 R 65597 et seq.requiring efficient landscape an irrigation design in cooperation with (�-IECICED the local governing agency(City or County)."Approval of this drawing by CVWD P.M. staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O Trees plants,walls,and permanent structure bf any kind may not be planted or / S T R (0/25/OS installed in CVWD and USBR easements or r:i ht-of-wa witho firs btaining an e r achment permit from CVWD. JOB NO. 47A 11430Q DATE ER M AGEMENT SUPERV OR CAD FILE G/TY Or PALM VE5ER7 INSPECTION 5GHEVULE NOTE SHEET NUMBER CVWD PLAN# MVELOPME>T-<R)lifESjJPFRV1S074=1 REFER TO THE TITLE SHEET FOR THE CITY OF piiiiiiiiiiiiiIi PALM DESERT'S INSPECTION SCHEDULE. OF 31 SHEETS L38752 PLAN SET "G" 03-08-10 � 1 /i Sy ORf 01 FICASSO DR R 2 �7 - IC F'N O 4KANMS Y 't • 'c • R R X SUMMERS/MURPHY&PARTNERS,INC e s § • c • x a LANDSCAPE ARCHITECTS • pP� • s ^ § _ • • R 34197 COAST HIGHWAY,SUITE 200 s R • z DANA POINT,CALIFORNIA 92629 § c s x p 9 R R z F s •x a « a (949)443.1446 FAX(949)443.1631 a R • • s • a o '..... � . • R R q R • R • • R B 0~c • s ° RU E s �pNDSC,4p R R R « R R R Its R x x R • ! x .� x - ��(.O ML Murph1 q R V e I Q: ! w R R � Signature 07-31-10 Renewal Date GERALD FORD 1 / 'K 3-08-10 �T9TFCFCAt-IFS �\P KEY MAP N.T.S. ,�� "' PROJECT O R� LOCATION These drawings and/or the accompanying specifications are the exclusive property of UT/L/T r 5 LEGENZ;) Forsum/Summers & Murphy, Inc. and their use and publi— Am cation shall be restricted to the 56E PONER POL� original site for which they were prepared. Re—use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. I II II 33 I a� , I I I I , I , , , ► 11 Q I I i t o f I 1 I I I I 32 1 , I , I I I i i ► I I , ► I I ► I ► 1 ► ► 11 i i l i 27 1 1 I ' 31 ' I , o ,l ► I i 28 1 1 11 1 30 , , � I ► 29 , , ► I - - - - - - -- - !J �� ,' i� ;� �i i i I '��' i i i C , i Ii , �i I I I � 1 i i I11 i z - - - j L - — — — — — — — — — — — — — — — — -J -J LJ--- - - - - - - - - - - - - - - - - -1- _J L — — — — — — — — — — — — — — - __j L L — — — — — — — — — — — — — — I j L L — — — — — — — — — — — — — — - _j j Uj _.. 1 , ii, Z s Si �3 LZ { �' / \ SF - v -f 4 „ 24'• - - ',:(.;y' � °1E' a •n.l °� (55(Z+, 8C 2 FS S , , _41 - _ _ 10 f a. I MM 2 -- M L , , OD a 4 - — : a / n T— a . y W a v r 71 a S < -- —- W v SCE TRAIL 30' SCE EASEMENT GERALD FORD DRIVE SCE TRAIL 30' SCE EASEMENT O Z W t� " > J C 0 co W Wzm W DO � � .-. 3 ac0 _jC-A Q a. (0 IL v a i I 11 Q I NOTE: I I I l l I I I I I I I I I I 11 I I TREES AND SHRUBS WITHIN SGE EA EMENT OW.. I I I I I I I I 11 I 11 I I I I I I I I AREAS HAVE BEEN DESIGNED AND SHALL I I I I I 1 i i 1 BE MAINTAINED 50 PLANT MATERIAL SHAL L23 I I i 22 { I 1 I I 1 NOT EXCEED 15-OMAXIMUM HEIGHT.24 1 1 1 1 1 1 1 1 1 1 21 1 1 1 I 0Q z i t 25 1 1 NOTE: O to I U. I I W 1 I 26 I I l 1 1 1 P I Uj W :3 I I FOR ALL PLANTING LEGENDS AND NOTES. o cc 0) V NOTE: � Z cc. NO TREES SHALL BE PLANTED WITHIN G.V.W.D. W _ EASEMENT OR RIGHT-OF WAYS. L� I - - - - -i -� I-IJ- - - - - - - - - - a 1 L - - - - - - - - I- -� - _ - I NO E 0 - - - - - - - - - - - - - - - - 1 � o - - - - - -I—i I 1 � a W { 1 NO CONFLICTING UTILITIES WITHIN P OJEGT AREA. W UJ ..IQ � J LL SCALE : 1 20 ' Wzft ' S J w 1 II• r. F. 1 �_ SHEET DESCRIPTION I / G A - = 01 201 40' 601 NORTH l- t - -�`` ' _ _ :4 -n-' • Aid v'Sr - r , }A. �; � . 'A � ,f . 4 .�. � ',�/ � A --- �� -- f < -. . % � SHRUB A , , 71 A — — A ,: sp • — — — — — PLANTING �( k.0.J.. r: FS DESIGNED . . -- -- - - -- -- - - - i J.L. These plans have been reviewed by the Coact ella Valley Water District in DRAWN A T E accordance with Water Code Title 7,Divisio 1,Chapter 3,Article 10.8,Section J.L. 1 1 R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKED GERALD FORD DRIVE E 1 the local governing agency(City or County)."Approval ofthis drawing by CVWD P.M. SCE "TRAIL" 30' SCE EASEMENT staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE O Trees,plants,walls,and permanent structure of y kind may not be planted or s T l 10/25I08 installed in CVWD and USBR easements or rlia t-of •thout rrst o 'ning an �( oac�iment permit from CVWD. I 106 NO. (I430q D TE (� W R MANAGEMENT SUPER V S CAD �� SHEET NUMBER G/TY O� �'�ILM 17E5Ef?T w IN3PSCT/ON SCHEDULE NOTE CVWD PLAN# DEVELOPMEI 1� CE SUPERVISOR ,�` SPm2 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'5 IN5PEGTION 50HEDULE. OF 39 SHEETS L3875SLAN SET "G" 03-08-10 DiHgH ti SNORE ORS A ,\ IC N 40 r" n MATGHL w Tnils �' I I s s x v A r = ! s a ! s ! a A -_ SUMMERS/MURPHY Jt PARTNERS,INC LANDSCAPE ARCHITECTS Q ��,�, 34197 COAST HIGHWAY,SUITE 200 w DANA POINT,CALIFORNIA 92629 (949)443-1446 FAX(949)443.1631 � { I �/i {� ° F ;' J T I - U W - 6 s = R E A a ND SC I 24 ` LP AA _ \ � 1 r � �• ph A Z - r x n _ _ `o y do Cy r" A g _ ,� � � z a = ! s C? o tp J J \ Al, c I V ME g AIN $t nature i' '\ �D ` � _,. } 1 J 0 I • g a a r A IO 'a r a W x A sf :` 9 16 �r� ,,� J 07-31-10 1 =' c, sJ _ I Renewal Date G GERALD FORD 'K » a 1 GERALD FORD 3-08. 10 sj,9TF o�ate`1F0��\P KEY MAP PRO GT cA 1 FS G I ,,`;' J F LOCATION N.T.S. 0 �, I ® O ® I R These drawings and/or the accompanying specifications \ OJ I 1I ore the exclusive property of ``(?°) ! I UT/L I TY SYMB04 LffGENP Forsum/Summers & Murphy, i \ I Inc. and their use and publi- \ SCE POWER POLE cation shall be restricted to the \r�� ` \ FS Dy t?)` I original site for which they were prepared. Re-use, repro— duction or publication by any method, in whole or part, is \ G ; z prohibited except by written permission from Forsum/ i. Summers & Murphy, Inc. �V{36) I I T U \24) \ FS DS(,3 ` 17 �, \ - � i""' CCi24,j, � \ G I 1 a( \I G o 1 G t J r z I \ I — o + 1 F � f O v aaaaa 1 r Rat .� 1�i i I I J >. {24) A lh T'36)\ /� q 7< ' � I N 1 ' atev :' r I(/ j I� 1 _ H t+l r , F „�'i= I J I J 1 W I< / r a` x : Y o \ 0 0 z Y �N� t \ : i-, .;;•.• y A,t,.,�',.. �".a.. � I � 1 a� It i , , 1 ;rL •M' \ �e..&t:. -. der %0 t 4 1 I , Y s / - o z z ao W CD Q CO)�/� 0 LL CD IL g `':. .t•6' ._ ., y 4" y'Jl-`'z,z \.,.. WR NO : I '\ TREES AND SHRUBS WITHIN SCE EASEMENT \ / t r� ; ' L �i` / AREAS HAVE BEEN DE51 C AND I SHALL \ \ \ � G �� .� �' \ ��, � � 3 L SHALL � �. � _ G \� � ' �G `\ L� b � \ J CL BE MAINTAINED 50 PLANT MATERIAL ,a � .E:,3a> s� ,�` ,a ''\ / � NOT EXCEED 15'-0" MAXIMUM HE I GH'T. 4 / NOTE: Q —^ L 7{ . REFER TO SHEET ML-2 / MASTER L GEND W � I , f � rmf OR ALL PLANTING LEGENDS AND NOTES. W :P V I ` - i i 2 �L ry G , i P �y C. 41 �v A r A \ / NOTE: � / / / NO TREES SHALL BE PLANTED WIT IN G.V.W.D. I , EASEMENT OR RIGHT OF WAYS W �r.: /�U. co 7FCc4) -FS r -.r�,\ Y ,�- / / \ \/� G ,\ W t i W NO CONFLICTING UTILITIES WITHIN OJEGT AREA. LU w i r w G ;. O � .....' 3 .,. .... 1 __.. --, ,.,,..,. ..,.. -.r,- x.0 _ ," •: '-. .ate' .;:;. ,<`,y.�. c r. ....r .... '- ,..t ywl. "`---�'i '2:`.' x. a V,,, ;t 9E _ 50AL 1 20 W W i l �i , yr-N - J \ \ , G JJ I ET DESCRIPTION , f / a r `= / \ 1 \ J 01 20 40 60 80 NORTH SHRUB 14 • \ > i - G ,.\ �._ o .� 1 ,7`I. ti Ti \ 21— a-, .:+:1' � J .�:- +'f•5 !�4 r r.< G _ — i DESIGNED} �, J JL "TRAIL' , J \ These plans have been reviewed by the Coachella Valley Water District in — —— — — -- — — —" — — — SCE TRAIL 30 SCE EASEMENT 1 \ \ J A T E accordance with Water Code Title 7,Divisioh 1,Chapter 3,Article 10.8,Section DRAM J.L. n A r T J \ ` 1 R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with GERALD FORD DRIVE L — — — — — — the local governing agency(City or County)."Approval of this drawing by CVWD �E � P•M. staff does not constitute approval to encroac into district and USBR Rights-of-Way. DATE O Trees,plants,walls,and permanent structure of any kind may not be planted or / S T 1 G installed in CVWD and USBR easements or ig -of--way without first taming an 10/25/05 nent permit from CVWD. " JOB NO. G v 11430�t DAT W R M AGEMENT SUPS OR CAD �� NUMBER G/TY OP' PALM M55ER7 SPL3 IN5f'E'GT/ON 5CHEPULE NOTECVWD PLAN# D ELOPME SE CE SUPERVISOR REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. OF 5Q SHEETS _T L38754 PLA ' 03-08-y0 Dqy '�StiaRF DR PICASSO IV a i Vi 1 c o _ R �' - - - - - - - - - — - - - - � — KA N INS AY MATGHLINE - SEE SH L" i �; � --H{ I \o►s j --_... .� , '. � g �, ;; i }��Y. � z � fi i p A a i R �V � g s SUMMERS/MURPHY do PARTNERS,INC f I O r SU —_— — —_ (� { r T�'l1 DANA POINT,HCALI CALIFORNIA 926 9� LANDSCAPE ARCHITECTS MAT 4 I o24) s R z �^ a a (949)443.1446 FAX(949)443.1631 I s - - - - - - - -� FS 9E f I t { .� I 3s s 4 e x R ■ r r' r s s r iS I .� i i c., i zS� _ Y r ? a g RU a DSCgA b ' • I ' � ' i i I' ` / i I I A I I`'f'2� z I " 10 l0. A A8 it it 71 FA v f r r z f , ��G � V E M RAIN W Q n - - , I F I j r t Tr', { � i GERALD FORD * 'j-08-10 I FS I ( /z © I i { GERALD FORDDate �P a Q v. T ! f ��I T FS v I IF GT FaFCAUF�� 21 I S ;{ 4) KEY MAP I - I�'` �' A N.T.S. LOCATION FR ,,,. I TOA (� I `\ \\ - These drawings and/or the accompanying specifications are the exclusive property of i UTIL�7—1 Yl�lf30 LE6ENl7 Forsum/Summers & Murphy, Inc. and their use and publi- - — — —. — — — � e � , � �I A; � � \� — cation shall be restricted to the cs(� t r-, x I - , S o FS FS 5GE POYVER POLE original site for which they F were prepared. Re-use, repro- 10 duction or publication by any method, in whole or part, is S \ �� FS \` Y' , ° i' _ ' I prohibited except by written permission from Forsum/ Summers & Murphy, Inc. I I FS / > FS�. AW(24) \ 2 T i I ~� r:1t �j .CL� ,\ \� � •.` I i, //// I T I 'I t� 1 �� a�ft��i��'i ° I + ,. _ i' `•v;� � �` I I / I � i �� 'I V�tl� �q i w ;�' v� FS I G 22 1 p i vc I I ; Saad o — QE_ — — - - - r ,24' o► , �� Tn� Tt° � ' WLU Cj°18 so ° y I I II{ :` FS I wry s I I �� I i` OD ca '24 LU o y tr , �QW7�j ME- - - - - - , , FBI �' � , ti,3F; I / � ��` �+ � I O t/� o l ao W W Z - - - - - - - - mcsf24) , ;``' I I �"� aO ;/•O G \i _ #G I C� W Q N t ��, , �, � I {�-� 'o � I ACi O m J � 1 1 ;, 1 , G 1 � t_ I NOTE: TREES AND SHRUBS WITHIN 50E EA EMENT AREAS HAVE BEEN DESIGNED AND l SHALL I U P G # $ I BE MAINTAINED 50 PLANT MATERIAL SHALL W H?24f FS I NOT EXCEED 15'-0" MAXIMUM HEIGHT. 0. 24 NOTE. V z REFER TO SHEET ML-2 / MASTER L GEND FOR ALL PLANTING LEGENDS AND NOTES. LU U. I , NOTE: Uj V -j %, FS I ® I W NO TREES SHALL BE PLANTED WIT IN G.V.W.D. _ ® I U EASEMENT OR RIGHT-OF WAYS. Z — — — — — — — —I f�,t3 — _ I 1 b NOTE: IF `:. ,,f !Fs 1 \ I , — — . _ .�- �, ,F T `^ NO CONFLICTING UTILITIES WITHIN P OJEGT AREA. �" �- W LU Q J Q M C. I ko ' y I �R FS { I � t ; I y ��tag: �' U.Luzft n I TTxlel, _11(c " 0 ,�I , , i �b,. 'II SHEET DESCRIPTION 15 0 2of 4o; 6of o, NORTH 20 I I ; { SHRUB F FS I � I PLANTING Z DESIGNED J.L. rJ o 92 r I I f I Tb I I These plans have been reviewed by the Coachella Valley Water District in I I tk I A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN J.L. R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County)."A roval of this drawing b CVWD ® � g g g Y( Ypp g Y P.M. f , — — — — — - -- — — — _ — — — — � ; � a `, � � I staff does not constitute approval to encroach into district and USBRRfghts-of--Way. CHECKE D �, I ® { O Trees,plants,walls,and permanent structure of any kind may not be planted or r — — — — - - — — — — — — — — - ---i � t { 1 /g T tG easements DATE IO/25/OS do — � , i — — — I installed in CVWD and USBR ease r ht-otwaythout first o aining an ON m6en roa hment permit from CVWD. JOB NO. MATGHLINE - SEE SHEET SF-3 am + — I - - - - - - - - - - --- - - - -- - 11430Q MATGHLINE - SEE ABOVE- LEFT I M LI 1 ,. ), `s•L4% i n !°I FS _. I DA W ER MANAGEMENT SUPERVIS R I CAD FILE SHEET NUMBER G/TY OF PALM r2jff5ER7- IN5PSCT/ON 5GHEVULE NOTE doopl Ole CVWDPLAN# DE LOPMENT VI SUPERVISOR � Pm4 REFER TO THE TITLE SHEET FOR THE CITY OF PALM OESERT'S INSPECTION 50HEDULE. OF 5q SHEETS L38755 PLAN SET "G" 03-08-10 D�Ngy Sy�R > # # PICASSO DRIVE s c N0 a Q x _ KANM Ey WAY 9 Y a 4 # a s s s r § a t i i i ! s 1rn9n A r i -� s s a s s s 22 r c a - SUMMERSIMURPHY A PARTNERS,INC. # § G R _ • R a s LANDSCAPE ARCHITECTS OPT ° s a 34197 COAST HIGHWAY,SUITE 200 a # a e # a s a W DANA POINT,CALIFORNIA 92629 1 # r g a a z a a a (949)443.1446 FAX(949)443.1631 s R i i A a o O'RrEFrE Y a i ° a RUB E r g NDSC , q Z a a R r a w a s i � p 6 A R R 4 R � R R 7 i • ¢ t � w � y� y M R RAIN a D_ -i 07-31-10 Renewal Date c 4 `!'�q Date \ � G GERALD FORD GERALD FORD Te 3-08-10 O� G D LOCATION r _ _ _ i N.T.S. OF CA f KEY MAP NAH, ` -, 1 _ r VEThese drawings and/or the accompanying are the exclusive i e property of Forsum/Summers & Murphy O - -- Inc. and their use and publi- _T — — — SGE POWER POLE cation shall be restricted to the original site for which they 11 ; _FS �e{� , Q �. _ — _ _ — - were prepared. Re-use, repro- �, All ---._ '~ --- ___ � ' -. `. _ •` _ . , � � G _ -�`��., •' - - _ �\ � - � \ duction or publication by any / -_- _ y - T 4s r" # method, in whole or part, is ` _ - \, prohibited except by written P ermissio from Fo m/ . lw _ Summers Murphy, Inc. Y- f Y\ k G T- \ • \, -'� [ Wrj /® 2 • L V ',. . ,., •'� --,,.- p: i r < ''�v�� <t71 �.. r fy i�� -psi" ',� ''` ��y; \ °.c�J(�rr / � � \ �'• A A ';< ,�f ,>. y.::,'C i i 'o::, rh c � `�_{.,'rs �>� `C� i�"',�(C5J3 n f _,�<, ,�' \° ,�.. f -_._� ',...'z�;<" r�(;'� , O a � A \ j\ v� \ �_•, G ��.. <cF�Gf .„-5.,,�1�^j ✓:1�' lr+. %yt' :'�7.�P lc+�ii.G',t�"t�'7„� )�r,;,r.lr �v \ `'�: - IFS icy _ / � \ \ � '�^ l . . N{�� ;'l,.,,. �;�,r ,a�Y�r,r�i�J: ' J`x,`.,!>tr"`3 fi;�-u.��'t C,.-� �(-'�,,��{Lk t -> rg �y ! � � r 1 � L �✓• \. \ \ �.. ! -,,, J�j/ . _9E_; Y _ ,;;3g) „�:-, '-,,�(q•'1,�'�� t��3.^ �J J � ` \ G ?�j7�yti�•� Q '• r 3 Lh J-F 4 \ \ r v '. Z r r c - 12 T. .Y \ \. rj 9E , ` gyp r � \ 1P 1 z_: ✓� P MCl ) ` CH l 4) \- _ wry FS j CF . WMo 1 C \ � O v� Fs Ca = I O Z O DO v W zco 10 W \ V, \. \ \o \y !FiR24) �y ° , G a NOTE: 5 Q J N \ \ c I TREES AND SHRUBS WITHIN SCE EASEMENT p G. Co CL r I AREAS HAVE BEEN DESIGNED AND SHALL Fs �� I BE MAINTAINED SO PLANT MATERIAL SHALL NOT EXCEED 15-O MAXIMUM HEIGHfi.. o ` NOTE: CL T I I REFER TO SHEET ML-2 / MASTER L GEND Z FOR ALL PLANTING LEGENDS AND NOTES. - \a ® O \ L) I NOTE: W U. \FS I I i NO TREES SHALL BE PLANTED WITH N G.V.W.D. W Q I t EASEMENT OR RIGHT-OF WAY5. Cl) 0 P�r,` ); NOTE: z I—" NO CONFLICTING UTILITIES WITHIN P OJECT AREA. T W I I W �`•� 1, W 0. 4 1 a '� 1 d I I j o. 11 Q EE MATGHLINE — 5 j` MHO I 11 _l SGAL. I - 20 W W z CH(24) ,, 1 1 '—�—� � FS V� I � Z low SHEET DESCRIPTION 0 20, 401 60' �0' NORTH SHRUB PLANTING DESIGNED J.L. These plans have been reviewed by the Coacl tella Valley Water District in DRAWN P T E accordance with Water Code Title 7,Divisioo 1,Chapter 3,Article 10.8,Section J.L. 65597 et seq.requiring efficient landscape and irrigation design in cooperation with CHECKEDthe local governing agency(City or County)."Approval of this drawing by CVWD P.M. staff does not constitute approval to encroach into district and USBR Rights-of-Way. O Trees plants,walls,and permanent structure of any kind may not be planted or DATE IS T R 10/25/08 installed in CVWD and USBR easements or i`� ht-of-wa without firs btaining an encr chment permit from CVWD. JOB NO. 1145041 DAT ER MA AGEMENT SUPERVI CAD FILE II S NU ER G/TY OF RALM V,65ER7- CVWDPLAN DE L E ERVISORM/N5RECT/ON GCHEVULENO TE S P,1,5 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'S IN5PECTION SCHEDULE. OF 3q SHEETS PLAN ' 03-08-10 L38756 SyORf oR c /VF R s �x PICASSO xx N INS AY � 4 a y 0 s s a SUMMERS/MURPHY&PARTNERS,INC. P�G a R _ a s a a a o a LANDSCAPE ARCHITECT a 34197 COAST HIGHWAYS SUITE 200 s @ s s 9 R a = a s w DANA POINT,CALIFORNIA 92629 G s a s a x a s a a (949)443.1446 FAX(949)443.1631 PA(1JI � G GO W L Y R R R R s s R 8 a ' ¢ • a . a a d ��((C c� W Y °� l « a s : s w RU E s NDSCgP a s a R a a a R J a a x R s a x s ��O Murpb,,Fq � %f "p/S�� ® C, • p a R x R a R U ^ R R R 7 i • ¢ - tt �y �p V M ^ � a o a x x s § 07-31-10 R a 'a R a a s a a s Signature GERALD FORD * enewa1 Date GERALD FORD 3-08-10 Date PiZOJEGT rF c cA fo s G KEY MAP 7 LOCATION N.T.S. '� `°�. �0 R accompanying specifications are e o e e exclusive property UT/L/TY SYMBO� LE&ENP Forsum/Summers & Murphy, Inc. and their use and publi— ° cation shall be restricted to the SGE POWER PO E original site for which they wereprepared. Re-use, repro- FS du tion or publication by any method, in whole or part, is ®`$ D, 4' ° G prohibited except by written permissionfrom Fo m/ Summers & Murphy,uInc. o a, FS 1 FS G / / / i \ AS(24) \ G z r, FS / LU � FS / / I � � S ' � � Go >_ % M I / ^ / OD Go �, / /� � . W z v TOf Z Q rop \ / O O i `\ Z 'L" - S -; / F �� . ", FS FS jj LJ.. ♦ Iu OZ ° � ♦ / / FS \ � / / I I / /� LU W F- W zo __ � 1 I I /I m L - - - - - - - - - - r 111- �- -1 - a Gov ♦ / IFS , ♦ / FS _ °' �/ / - - - - - - - - - - r-- - - - - - - - - - -- - -Y - - �J W 0 N PE{$ NOTE: O tL m a ♦ / nt: / / LOT Y ;H/36; * s,{4a} ° �.r"s6 I TREES AND SHRUBS WITHIN 50E EAS MENT // Q Fs r` /J / / r ' ° _--- i i ° { AREAS HAVE BEEN DESIGNED AND SHALL �♦ nz F G� / RETENTION BASIN r ° ,y. w ° BE MAINTAINED 50 PLANT MATERIAL SHALL W 1 t" FS ♦ / _ �' 4r; `` / + / G G - ' 1-s - ='� � I NOT EXCEED 15 O MAXIMUM HEIGHT 4 / r FS NOTE: (� Z REFER TO SHEET ML-2 / MASTER LE END CO) 0 / ,♦, \ �0 �' Fs / - G _ _ — — i FOR ALL PLANTING LEGENDS AND NOTES. W U. ♦ _ - } y / , I W NOTE: U V ♦, Fs r \ _ _ I U NO TREES SHALL BE PLANTED WITHI G.V.W.D. Z ♦♦ \ \ \ _ ENT OR RIGHT-OF WAYS. � W _ EASEMENT \ \ ♦ � \ � - - - _,. - "- -.. I NOTE: � J c I NO GONFLIGTING UTILITIES WITHIN PR JECT AREA. >- n- W \ FS FS F — _ — — — Y. W 0 \\ c = 0 I I--1 W 0. WMu. SCALE : 1 20' WZft impI •• I 1 a 1— c SHEET DESCRIPTION .°X3r� � I O' 20' 40' 60' 60' NORTH MICHELANGELO. GATED SHRUB FS j $ PLANTING ENTRY SEE OVERALL SITE -y- - z, s• x MAP FOR LOCATION F GH(ss} G DESIGNED U.L. l I ' FS ' _ 9E ' - J ° I These plans have been reviewed by the Coachella Valley Water District in DKAH/N 46 zqh llz_� A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section J•L. I LOT 49 I R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with — — — — — — — — — — — — — — — — — — — — — — — -r � 1 the local governing agency(City or County)."Approval of this drawing by CVWD CHECKED P.M. I — — — — — — — — — — -I — — — — — — — — — — 4 ---1 staff does not constitute approval to encroachinto district and USBR Rights-of-Way. I � 1 1 O S , C Trees,plants,walls,and permanent structure f y kind may not be planted or DATE 10/25/08 installed in CVWD and USBR easements or�i t-of--way without first ob •ning an I I 1 I �e ro�chment permit from CVWD. JOB NO. I I I (� 11450cf I I I I DAT WA R MAN GEMENT SUPERVIS R CAD FlLE SHEET NUMBER G/TY OF PALM VE5ER7' IN5PE'GT/ON 5GHEVULE N07�E CVWD PLAN# EVELOPMENT I SUPERVISOR 4 SPm6 REFER TO THE TITLE 5HEET FOR THE CITY OF PALM DE5ERT'S INSPECTION SCHEDULE. OF 5Q SHEETS L.3$757 PLAN SET "G" 03-08-10 2 PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. CD - � 12" 12" (biq) 6'f3-1760 0 WIDTH VARIES WIND PLAN 2• LODGEPOLE PINE STAKE x 12 LONG FOR I' SEE CONSTRUCTION PLANALL 5 TREES. STAKE TO MINIMIZE SUWDSECAPE ARCHITECTS PARTNERS,INC EXCESS5 DAMAGE TO TREE. 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CAUFORNIA 92629 2 - j --- 5. 2" COMPACTED LAYER (9a9)443.1446 FAX(949)443.1631 - 4 DECOMPOSED GRANITE. REFER TO TREE PLANTING M rtosc PLAN FOR SPECIFICATION. MurpyypFgp TOP OF ROOT GROWN TO 2 BE AT FINAL GRADE. = 4. FINAL GRADE07-31--10 n re 6 5 5. IOOJb NATIVE BAGKFILL 3-08-10 6. PLANT PIT EXEGAVATION sTgTFo °ate Fo��\P - _ 2 X DIAMETER 4 1. ROOTBALL F CALI -_= = =1 (_ =1 I I-� � I= , - OF ROOT BALL �✓ 8. UNDISTURBED NATIVE These drawings and/or the 5UBGRADE. accompanying specifications - I. SHRUB- REFER TO PLAN FOR TYPE 8 LOCATION 6 are the exclusive property of 4 2. 2" LAY D GRITE AFTER COMPACTION- ER DECOMPOSED norsuc. a d the ruse andMurphpubliy, REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. cation shall be restricted to the TOP OF ROOT GROWN TO BE AT FINAL GRADE. -I NOTE: original site for which they MIN. TWO TIES (TOP BOTTOM) were prepared. Re-use, repro- 5. FINAL GRADE D.G. AWAY FROM = I - REQUIRED. duction or publication by any SECTION 4. 100% SITE NATIVE BAGKFILL GROWN OF PLANT - method, in whole or port, is NOT TO SCALE =I = WRAP STAKE TO FORM prohibited except by written FIGURE EIGHT. NAIL W (1) permission from Forsum/ 5. PLANT PIT EXCAVATION- 2 TIMES j I_ (' i _I GALV. NAIL THROUGH EACH Summers & Murphy, Inc. THE SIZE OF THE ROOTBALL I. LANDSCAPE BOULDER, TYP. (SEE 5. �{Ogb COMPACTED SUBGRADE 6. ROOTBALL TIE INTO POLE. FINISH SCHEDULE) "7. UNDISTURBED NATIVE SUBGRADE -I l 4. REFER TO GRADING PLAN 2. 6" MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS ALL PLANT INSTALLATION SHALL MMET THE 2 X D 1 AMETER (SEE FINISH SCHEDULE ON THE G I TY OF PALM DESERT'S CURRENT INSTALLATION O ROOT B ALL AND MAINTENANCE GUI DEL I NES. ALL PLANT I NSTALLATI ON SHALL MEET THE CONSTRUCTION LAYOUT PLAN5) Revised March I, 200-T per City of Palm Desert's Comments CITY OF PALM DESERT'S CURRENT INSTALLATION Revised March (, 2001 per City of Palm Desert's Comments AND MAINTENANCE GUI DEL I NE5. Z0 O I7fi`Y 57 EAM EE;) K 7H 301.)Lr�)ER -41 SHRUE PLAN71 NCB I 7REE STA<I NCB 3'-4' 5'-4' 3'-4' 3'-4' p ,---0 NOTES: 1<11<11<1 ALL PALM TREES ARE TO BE ROW 5 O 0 O "BARE ROOT" AND MEET0 - 2O ti THE MINIMUM BROWN TRUNK `A SPECIFICATION AS -- 2 ROW 2 O p-- INDICATED ON PLAN. ap >_ A - u M p W v I. 2" LAYER OF COMPACTED M m O �- DECOMPOSED GRANITE- REFER ' 'Q X ROW I cV o o z 0) TO TREE PLAN FOR SPECIFICATION 000 _ w - 4 z W KEEP D.G. AWAY FROM O rj GROWN OF PLANT O Q m w I=III III=III= z z Q 2. TOP OF ROOTBALL TO BE W 1- _ -1 AT SAME ELEVATION AS c Z 0 1/4" XI 1/2" STAINLESS STEEL EYE 5CREW IN z a 2 DUG FROM FIELD. c X Q MASONRY LEAD ANCHOR SHIELDS 3 O 0 Z 2. 12 GA. GALVANIZED WIR1~. SECURE VINE pC IY 5. ROOT BALL = W - 0 TO WIRE WITH 1/2" GREEN NURSERY TAPE. [A ttu 9_ _j () 5EGT1 ON TAPE 5 5 USTHALL BE TIED TIGHTT ENOUGHIN A MANNER THAT TO HOLD VINE AND 1Y 4 4. FINAL GRADE Q a V C ALL BOULDERS SHALL MEASURE THE DOES NOT CONSTRICT GROWTH. 5, AREA I AN O Z 0 NATIVE SAND BAGKFILL co SIZE GALLED FOR ON THE PLAN AT ONE 5. FUTURE EYE SCREWS - PIT TO BE 2 TIMES Z QO EXPOSED POINT MINIMUM. O THE SIZE OF THE ROOT BALL W W Z 4. ANGLE BACK TRUNK OF VINE TO WALL �$ U, Q m AND REMOVE STAKE, SECURE TO W =IRE -=I 16. UNDISTURBED NATIVE SUBGRADE W Z O co Q I. LANDSCAPE BOULDER - 5. MASONRY WALL =III - 3 W N REFER TO FINISH SCHEDULE =i I 1 b p a co IL ON CONSTRUCTION LAYOUT PLANS NOTE: I=I 2. FINAL GRADE FOR 5 GALLON VINE, INSTALL ROWS I AND 2. III=III- -1 � 1= - 5. CIO% COMPACTED 51.156RADE FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 5.THIS DETAIL PERTAINS TO ALL FENGE/MA5ONRY WALLS. 2 X DIAMETER Revised August 6, 2007 per City of Palm Desert's Comments AT BUILDING WALL5; REFER TO SEPARATE OF ROOT BALL VINE TRELLIS DETAIL ON TH15 SHEET. ALL PLANT INSTALLATION SHALL MEET THE ***ALL VINES TO BE STAKED"* CITY OF PALM DESERT'S CURRENT INSTALLATION W AND MAINTENANCE GUI DEL I NE5. 0. City of Palm Desert Approved Detail February 2001 Q Q Revised March I, 2007 per oltq of Palm Desert's Comments T55OULI7)ER IN L ANI:;)SC APE 5 VINE ATTACHMENT 21 PALM FL.ANT I NCG � cc 0 W :3 Cr 0 � z 2 � W 0- Lou _ 3LU is W (L JQ04 r 4 ('J t� M u. 0 F- 0 W Z v o Z CITY OF PALM VESFRT a =1 I I=1 I I-III-III I I I_ 11-=1 1 1N5 GTION SGIEnULF NOTE _ REFER TO THE TITLE SHEET FOR THE CITY OF SHEET DESCRIPTION 7 PALM DESERT'S INSPECTION SCHEDULE. 2 X DIAMETER OF ROOT BALL I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 3 LOCATION PLANTING 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- DETAILS REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT BALL TO BE AT FINAL GRADE. DESIGNED KEEP D.G. AWAY FROM These plans have been reviewed by the Coachella Valley Water District in JL GROWN OF PLANT A T E R accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN 3. FINAL GRADE 65597 et seq. requiring efficient landscape and irrigation design in cooperation with JL the local governing agency(City or County). "Approval of this drawing by CVWD (MCKED 4. 100% SITE NATIVE BAGKFILL staff does not constitute approval to encroach into district and USBR Rights-of-Way. PM S. PLANT PIT EXCAVATION D S T G Trees,plants,walls,and permanent structure of any kind may not be planted or DATE 2 TIMES THE SIZE OF THE ROOT BALL installed in CVWD and USBR easements or ght-of-way fiy without t obtaining an O/25/0� 6. ROOTBALL en oachment permit from CVWD. NO. -T. UNDISTURBED NATIVE SUBGRADEAV 5treetsca e 5. EXI5TIN& SLOPE DAM ER M N GEMENT SUPERV AD FILE PLADET ALL PLANT INSTALLATION SHALL MEET THE SHEET NUMBER CITY OF PALM DE5ERT'5 CURRENT INSTALLATION CVWD PLAN 9 DE ELOPME VI&SUPERVISOR AND MAINTENANCE GUIDELINES. Revised March I, 200"1 per Cltg of Palm Desert's comments PD l 121 FLAI`I,T I N& ON SLOPE OF 38 SHEETS L38758 PLAN SET"G" 3-08-10 I. GENERAL / GRADING 4 DRAINAGE 4. Compaction - Compaction by tamping shall not be done in layers exceeding A. Contractual Relationship eight inches in loose depth with each layer thoroughly compacted between. 11. GENERAL NOTES ( } In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing A. Glean-Up and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insurer I. GENERAL SITE PLANNING ` or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. The owner's site construction manager shall i After all Installation o erattons have been completed, remove all errors. verify installation and obtain civil engineer certification. AT THE CONCLUSION OF ROu6H &RADIN6,AN AGRONOMIC 501LS ANALY515 SHALL . p P ' SUMMERS/MURPHY do PARTNERS,INC. PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW rubbish, excess soil, empty plant containers and trash from the site dolly. LANDSCAPE ARCHITECTS AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL 34197 COAST HIGHWAY SUITE 200 B. Errors or Conflicts 2. The piping systems shall be flushed and cleaned prior to connecting to AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE All scars, ruts or other marks in the area caused by this work shall be DANA POINT,CALIFORNIA 92629 If any errors or conflicts are discovered in the plans or notes, they shall be existing drain line, catch basin or storm drain systems. SPECIALIST. repaired and the ground left in a neat, orderly condition. Leave site In (949)443.14" FAX(949)443.1631 brought to the attention of the Landscape Architect to issue c broom-clean condition at the end of each working day. Hose down alllarification. 3. Upon completion of work, remove debris, tools and surplus material from site. paved areas, including walks and patios, upon completion of all work G. Additions, Deviations and Alterations A. Weed Control for ail planting Areas. and each working day. O�pNDSCgpF Muroyy q c No deviations or alterations from the plans and specifications will be permitted B. Maintenance ,c'`�,4 °yy�„ unless authorized by the Owner or the Landscape Architect. Should deviation 1. Remove all existing weeds from site. 1 from plans and notes become necessary due to conflicting site conditions, Owner, I. The Contractor shall maintain during installation a sufficient number of `e 9n gyre 07-3,-,0 Landscape Architect and City of Psalm Desert shall approve in advance any such workers and adequate equipment to perform the work herein specified. such deviation. No additional work will be authorized without the express 2. Install irrigation. all maintenance work shall meet or exceed the the City of Palm Desert's s t0 a written authorization from the Owner. "Low water ordinance"; and follow theta maintenance schedule 4 guidelines ��TFOFCAUFC��\P established in the City of Palm Deserts Desert Flora D. es re Inter tation 5. A State of California Licensed t control applicator shall apply Maintenance Guide, current edition. p p PPcaor pP y These drawings and/or the The Contractor shall comply with the obvious intent and meaning of these plans systemic weed killer to all planting areas. accompanying specifications andare the exclusive property of Specifications which shall be construed to include all labor, material, t0015 Forsum/Summers & Murphy, and equipment necessary to complete the work specified herein in Q B. Soil Preparation 4 Finish Grading 2. After all work has been completed, inspected and accepted, all areas Inc. and their use and publi— workmanlike manner in Strict accordance with plans and notes. Should any will be maintained for a period of ninety (10) calendar days or as long as cation shall be restricted to the questions arise os to the intent and interpretation of these plans and notes, I. Rough grade: Site to be received by Landscape Contractor to within determined by the Landscape Architect to establish thriving trees, vines shrubs. original site for which they were prepared. Re—use, repro— Contractor shall refer to Owner and Landscape Architect whose decision 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. duction or publication by any thereon sho I I be final. p q y p 3. Kee all areas weed-free, ode ua a wa area and neat method, in whole or art, is 2. Finish grade: Finish grading t0 consist of grading, raking and hand work for the ninety (QO) day period. Remove all debris from site and keep prohibited except by written the entire site broom-clean. permission from Forsum/ E. Observation and Rejection of Materials and Workmanship necessary to achieve desired contour and flow line patterns, based Summers & Murphy, Inc. All materials and workmanship furnished or performed by Contractor shall be upon s anvil Engineer's plans, resulting to evenly finished surfaces free of 4. Damage to an planted area shall be re aired immediate) Depressions subject to final observation and acceptance by Owner and Landscape Architect debris and litter. g y p p y p upon completion of all contract work whether previously aid for or not. At an caused by vehicles or foot traffic shall be filled with native soil, leveled p P p y P y 5. Shape mounds as shown on the tree/ planting plans. and replanted. Exterminate gophers, moles and repair damage. and all times during the performance of this contract, Contractor shall make Contractor to import soil necessary to attain design grades and berms. Decomposed granite shall be replaced as needed. available for observation, test and approval, materials and workmanship. Failure All import soil shall be free of weeds, debris, and shall be of such observers to make observation, tests or approvals shall not prejudice similar to existing site soils in texture, type and chemical analysis. 5. The project shall be so cared for that o neat, clean condition will be the right of Landscape Architect or Owner on final observation. Contractor Finish grading shall be free of depressions or high spots, to provide presented at all times to the satisfaction of the Owner and Landscape shall promptly replace any and all material, workmanship and equipment which Architect. The Landscape Contractor shall be expected to make a Z smooth and even surfaces for proper drainage. Final grade shall be does not Conform to the plans and notes. All materials used on this contract I below waik/top of curb. Remove from the site all stones over 2" In minimum of one weekly visit for maintenance purposes. 0 shall be new and the best marked quality unless specified otherwise. in size. 6. The Contractor shall request a final site visit seven (1) days prior to the F. Samples 4. Top dress all shrub areas with o 2" layer Of decomposed granite after compaction end of the maintenance period. This request shall be written and When so required by the Owner or Landscape Architect, Contractor shall submit Refer to the "Tree Planting Plans" for material specification. directed to the Owner and the Landscape Architect. Upon written for approval samples of the various materfals, and specify finish thereon. acceptance of the project, the Contractor shall be relieved of any 0 further maintenance. CG. Local Codes Q Q Q 1<1 All construction shall conform to all local building codes and ordinances. It is C. Planting Contractor's responsibility to verify all codes prior to commencing work. Plant trees, vines and shrubs as called for where indicated on C. Guarantee H. Utilities Contractor shall be responsible for verifying the location of all underground Planting Plans and as detailed on Planting Detail sheet. All plant installations shall be guaranteed to live and grow to o period of ninety (QO) days after installation and acceptance by the Owner. ap utilities, electric cables, conduits, sprinkler Imes and all utility lines prior to any Plant substitutions are not permitted. Any modification or substitution construction. to these plans shall be approved by the City of Palm Desert prior to execution. Trees shall be guaranteed for one year. Any material that falls to grow M 0 through the specified maintenance and guarantee period shall be replaced CC I. Removal of Debris and Glean-Up Stake only those trees needed as detailed on Planting Detail Sheet. by the Contractor at no Cost to the Owner. _ Contractor shall thoroughly clean and keep free of debris and waste material D. Observation OD entire construction area to the satisfaction of the Owner and City of Palm Desert. I. Observation visits specified herein shall be made by the Landscape 0 O 9L J. General Architect or his representative. The Contractor shall request W -CC The general conditions and any special conditions that Owner may require shall observation of least two (2) working days in advance of the time that the Z apply wlth the some force and effect os though written in full herein for all observation is requested. 2 CC Q construction sections. 2. Observation visits are suggested for the following parts of the work: = IJJ O 0 II. SITE EXCAVATION AND ROUGH GRADING > _J (� Scope of Work - Provide all labor, materials, tools, equipment, transportation and D. Plant Purchases a. Upon completion of grading and soil conditioning prior to planting. 'Q CC U necessary incidentals for the completion of all clearing, stripping, excavating, b. When trees are spotted for planting, but before planting holes are e Z 0O backfilling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE O C* limited to the following: ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE excavated. CCW Q I LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPEC I F I GAT I ON5 W Z O c. Written acceptance of the project to release the Contractor from A. Protection of all curbs, walks, walls structures and other existing work which is OF MATERIAL RECOMMENDED TO BE PURCHASED BY m THE further maintenance shall occur after Final Observation with the Owner o Q 0 to remain. CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR co or his representative at the end of the maintenance period. W Z O Q �'• SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / B. Clearing and stripping site of brush, debris and other foreign materfals os SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A O m 0 outlined in the drawings. REPRESENTATIVE PHOTOGRAPH. LANDSCAPE ARCHITECT O. Z. RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE 51TE G. Excavation for all foundations and footings to the dimension and depth shown on NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE NOTE: the drawings. Bottoms of excavations shall be smooth and level. All loose APPROVED PHOTOGRAPHS. material shall be removed therefrom. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER REFER TO THE TITLE SHEET OF THIS PACKAGE FOR THE CITY OF PALM APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR DESERTS LANDSCAPE INSPECTION SCHEDULE. D. 5ubgrades shall be watered and compacted to Q relative compaction of c15%. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL W E. 5ub E. Verification of Dimensions 0. grades under all paving shall be true to grade and cross section, hard, ,Q Q uniform and smooth prior to placement of base material. 1. All scaled dimensions are approximate. Before proceeding with any work, V ZZ the Contractor shall carefully check and verify all dimensions and F. Backftlling of all excavations and trenchesO after placement of foundations, walls, quantities, and shall immediately notify the Landscape Architect of any 0 walks, utilities, etc., as outlined on the drawings. Compaction of backffll shall be discrepancy between the drawings and/or specifications and actual W LL in acceptance with Engineer's specifications. E. Plant Deliveries conditions. No work shall be done in any area where there Is such a W 4 I. The contractor shall coordinate plant deliveries with the Landsca a discrepancy. All discrepancies shall be brought to the City' of Palm Desert's � G. Grading of areas indicated in the drawings including bringing existing grades to p P � - withln 1/10 foot plus or minus. Final d attention prior to continuation of work.design grades as indicated on the drawings. Architect. The contractor shall provide minimum -12 hour advance notice of Z plant deliveries permitting Landscape Architect ample time to also notify F. Utilities LrU H. Stock llin of excavation materlal or import to soil fill and sand shall be as the City of Palm Desert landscape inspector Of plant delivery dates and P g p P times. 1. The Contractor shall be responsible for verifying the location of all Q. outlined on the drawings or as approved by Landscape Architect. � W underground utility lines and boxes (as shown on plans) prior to any W p 2. The landscape contractor is obligated to insure plants loaded on delivery construction so that proper precautions may be taken not to damage I. Glean up and remove all debris and surplus material and remove from site. trucks prior to site deliver are those ►ants previously approved b the such lines and utilities. the Landscape Architect has taken additional W X. p y p P y pp y P J ,QOJ Landscape Architect and the City of Palm Desert Landscape Inspector. efforts as part of the plan preparation process to identify the J O Q III. DRAINAGE proposed location these utilities and coordinate tree and plant Q (,) r IL Scope of Work - Provide all labor, materfals, tools, equipment, transportation and 5. Any plants that are not those previously approved, or those that do not placements to coincide with their locations. The contractor shall bring M LL meet the minimum specifications established through the photograph and any discrepancies to the Landscape Architect. All discrepancies shall 0 Q necessary incidentals for the completion of all drainage systems as shown on the specification submittal process shall not be loaded and delivered to the be brought to the City of Palm Desert's attention prior to continuation L&J W Z V drawings, including but not limited to the following: job site. of work. Z A. Materials n. 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR QUALIFICATION NOTE: ~ ~ V I. Acrylonite Butolene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2-1 non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 SHEET DESCRIPTION 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins and the City of Palm Desert Landscape inspector reserve the right to ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-29 with grates, high impact plastic Styrene deck drains, and/or precast concrete reject any 4 all plant material. PLANTING drain box and catch basins anal cast iron grate in diameters and sizes as SPECIFICATIONS shown on the drawings. Stainless steel or brass deck drains in hordscope as shown on the drawings. F. Plant Storage These plans have been reviewed by the Coachella Valley Water District in DESIGNED B. Trenching and Laying Pipe SMP A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section I. Trenches to pitch a minimum of I/8" per foot unless otherwise indicated on the I. Prior to plant deliveries, the contractor shall I establish a staging area �l`� R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with DRAWN drawings. Contractor to verify all invert elevations and trench depth prior to where deliveries are to be received. This staging area shall be ad acent the local governing agency(City or County). "Approval of this drawing b CVWD SMP 9 g j g g g Y� Y h') Pp g Y CHECKED excavation. to the installation area however away from heavy construction and staff does not constitute approval to encroach into district and USBR Rights-of-Way. SMP equipment that may cause damage. O G Trees,plants,walls,and permanent structure of any kind may not be planted or 2. Bottom of trench shall be smooth and continuous to flow direction. A hol low S T I installed in CVWD and USBR easements or ri t-of-way ay ithout first obtaining an DA 0/2zj/08 shall be made to receive bell of pipe so the Joint will not bear upon the 2. The contractor shall provide manpower as needed to adequately maintain �j en roachment permit from CvwD. jOg NO. sub-grade. 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 ` Streetsca e filling in with backf111 under the base of the pipe and not by wedging or watering, protection from wind or other damage and theft. DATE w ER MANAGEMENT SUPS Iso CAD FILE blocking. — � Galee - lantin S ec SHEET NUMBER 5. Trench materlal shall be used for bockfili. However, no rocks or lumps CVWD PLAN# DELOPME EICE SUPERVISOR shall be used. Welded joints shall be given at least 15 minutes setup psmi before handling. Above the level of initial backffll, the trench may be backfilled with trench material. GENERAL. SITE / &RAD I N& OKRA I NACRE SPEC IF I GAT I ONS FL ANTI NCB Si�EG I f 1 GAT 1 ONS Revised; March I, 2007 Per City of Palm Desert's comments. OF 38 SHEETS PLAN SET"G" 3-08-10 L 3 87 5 9 LANDSCAPE ARCHITECTS &PARTNERS,INC. ---- --------- 34197 COAST HIGHWAY,SUITE 200 ■ ■i■ �k/. �; i li DANA POINT,CALIFORNIA 92629 ♦� ■■■■■►� ,\` Dl�` / /`' I! it (949)443.1446 FAX(949)443.1631 ♦ Ii; A�S` r it it Dlit I? 17 REFER TO SHEET CL-6,IP-6,TP-6&SP-6 ♦♦♦ ;/ / _ F�� -10 it ND SC by q� ____ DEFER TO SHEET CL 5,IP 5,T 5& P LLJ CC to v/ ♦ �1on■ ■ - - = j Signature r r ■■■■■■■■■■■ ■■■■��, 1 07-31-10 ♦♦ "3 ♦♦ �� i Renewal Date —� I '/ /,' ,,J //' -_ ,:JALt Slit)F'llftl�L ■ , 1 r; s_= -_ -,„ / / >, ^\\ \ ��% (/i ♦+ /"! _ -_ --- ___ •,� - - 3 0 - ---- --- - , Pfv 71S_,=W7 ----------- -------------`------------- ------r--"� \ _ - `-.�-��`;_ ;J `\.� ■ / "7 / I112 _ _ ,/ -----„ ^-------- - ---------^' ----- ----'------'^ ---- --^: -- - -- --- .cs.' \\ \1a I it /% ,/ \ ,\�^ \ \ +I I: --- -- -- -1`, 'o\ \ ,, r�r V 'n'\ L I ♦ "7 / / ;J 11: \� I f \ ■ it 148 Ito ;J / \ ��) ■ , r it - --- -- ---- I itit i I. 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NOON ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■� - - — �_—T ----------ti-- -- -- ---- --- ----------- ----- -------— ---------------- -+—- ---- ------_—__-------------- -------- --------- -------- --- -�r-� -----------—_----�------ ---- � SHEET DESCRIPTION i ' GERALD FORD DRIVE REFER TO SHEET CL-1,IP-I,TP-1 &SP-I GERALD FORD DRIVE REFER TO SHEET CL-2,IP-2,TP-2&SP-2 GERALD FORD DRIVE REFER TO SHEET CL-3,IP-3,TP-3&SP-3 ,_________ KEY MAPI , I i i I � DESIGNED DRAWN J.L. CHECKED P.M. ICI DATE 10/2�/OS JOB NO. 114501 I SCALE : 1 " = 100' CAD Fl SHEET NUMBER I KMiiiiiiiiill 01 100, 200, 500, 400' NORTH ' OF 3q SHEETS PLAN SET "G" 03-08-10 FIN15H 56.,,,HEL-2L)L_E CONTRACTOR NOTE: ., ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DE51 GN5 WITHOUT THE LANDSCAPE ARCHITECT AND THE G I TY OF PALM DESERT'S REVIEW 4 APPROVAL. LA D E�ARCHIITECTARTNERS,INC 51 TE IMPROVFMENT5 DAN P N HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 (949)443.1446 FAX(949)443.1631 51'MBOL DESCRIPTION COLOR /FIN15H /5PECII=ICATION DETAIL 5-i PERIMETER BLOCK WALL5, REFER TO WALL PLANS PREPARED BY N/A PILASTERS AND RETAINING CIVIL ENGINEER'5 PLAN WALLS. �k.�0. Murph pFq CONCRETE CURB GUTTER, REFER TO THE ASSESSMENT DISTRICT N/A SIDEWALK, AND HANDICAP AND STREET IMPROVEMENT PLANSi Wjj Qo � ~� RAMP PREPARED BY THE CIVIL ENG I NEER. Signature S-3 CONCRETE GROSS GUTTER REFER TO THE A55E55MENT DISTRICT N/A 07-31-10 AND STREET IMPROVEMENT PLANS Renewal Date PREPARED BY THE CIVIL ENG I NEER. s� 3—Da10 Date \ 5-4 UTILITY / VAULT / POWER REFER TO UTILITY PLANS— BY OTHERS. N/A �TF OFF CAL\V POLE INFORMATION PROVIDED FOR REFERENCE ONLY. S-5 TUBULAR STEEL FENCING REFER TO WALL PLANS PREPARED BY N/A These drawings and/or the WITH PILASTER5 CIVIL ENGINEER'S PLAN accompanying specifications are the exclusive property of Forsum/Summers & Murphy, EDISON EASEMENT REFER TO THE ASSESSMENT DISTRICT N/A Inc. and their use and publi— AND STREET IMPROVEMENT PLANS cation shall be restricted to the PREPARED BY THE CIVIL ENGINEER. original site for which they were prepared. Re—use, repro— duction or publication by any ODRY STREAM BED WITH REFER TO NOTE ABOUT ROCK S SEE DETAIL 7 method, in whole or part, is 5—� SHEET PD—I prohibited except by written BOULDER ACCENTS BOULDERS ON THIS SHEET. permission from Forsum/ 8c 5-8 LANDSCAPE BOULDERS REFER TO NOTE ABOUT ROCK * SEE DETAIL 8 Summers Murphy, Inc. BOULDERS ON TH15 SHEET. SHEET PD-1 S—Q CONCRETE BAND COLOR: NATURAL GRAY SEE DETAIL 4 FINISH: MEDIUM BROOM SHEET CD-2 E�) CONCRETE INTERLOCKING MANUF: BELGARD SEE DETAIL 4 PAVERS BLOCK: MEGA BERGERAC SHEET CD-2 COLOR: T05CANA BLEND 5-II MONUMENT / 51GNAGE WALL CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 1,2,344 AND PILASTERS GRAY WITH WASH FINISH. SHEET CV-1 ►��- VENEER: ELDORADO STONE "DURANGO" �u 51GNAGE DESIGN 4 MATERIAL BY OWNER Z o 5-12 STONE VENEERED PILASTER CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 2 O GRAY WITH WASH FINISH. SHEET CD-2 o VENEER: ELDORADO STONE "DURANGO" 5-13 TUBULAR STEEL AUTO GATES NOTE: GATE CONTRACTOR SHALL SEE DETAIL I Uj o PREPARE SHOP DRAW I NG5 AND PROVIDE SHEET CD-2 o TO THE OWNER AND L.A. FOR REVIEW. m L- I (3H T I N G L-E 7 N D SHOP DRAW I NG5 SHALL ADDRE55 AUTOMATIC, _ Q Q a Q Q GATE OPERATOR EQUIPMENT ATTACHMENT, SYMBOL D SCR I PT I ON DIAL IPAP, LOOPECUIPMENT DETECTORS IN STREET SECTION AND ANY ADDITIONAL EQUIPMENT I I OV. 516N L I GHT THAT MAY BE REOUIRED TO MEET FIRE 00 >. j DEPARTMENT AND LOCAL CODE REQUIREMENTS. M C OV TREE UP-L I GHT M oC 5-14 STONE VENEERED PHONE CONCRETE GAP: P.I.P. NATURAL DETAILSEE 5 00'1 _ I IOV. BOLLARD LIGHT K105K GRAY WITH WA5H FINISH. SHEET CD VENEER: ELDORADO STONE "DURANGO" �, a THIS PLAN REFLEC75 RECOMMENDED L I&HT o- FIXTURE LOCATIONS ONLY. THE OWNER 5-IS STONE VENEERED GATE WALL. CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 5 W Z II_ GRAY WITH WASH FINISH. 0 0 SHALL HAVE THEIR ELECTRICAL ENC71 NEER VENEER: ELDORADO STONE "DURANGO" RECOMMEND ACTUAL FIXTURES. ELECTRIC N/A = w U. p ENGINEER SHALL BE RESPONSIBLE FOR ALL S-I6 I6' WIDE SCE ACCESS ROAD 8 FOOT CONCRETE WALK WITH 4' _ WITH CONCRETE WALK EITHER SIDE OF COMPACTED DECOMPOSED Q V ELECTRICAL. DESIGN AS NEEDED TO MEET GRANITE. GONG WALK AND D.G. ROAD TO 0) 0 V o THE C 1 TY OF PALM DE5ERT'S L I&HT1 NCB BE INSTALLED PER SGE SPECIFICATIONS FOR O co O VEHICLE SUPPORT. ORDINANCE. REFER TO THE A55E55MENT DISTRICT W W 11 If Z m AND STREET IMPROVEMENT PLANS W 0 O Ca � PREPARED BY THE CIVIL ENG 1 NEER. ^ 3 0 � � C-4 S-17 DINAH SHORE 8 CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 7 O Q. co CL M I CHAELANGELO ENTY GRAY WITH WA5H FINISH. SHEET GD-I GROUND COVER 51 GNAGE VENEER: ELDORADO STONE "DURANGO" SYMBOL DESCRIPTION 516NA6E DESIGN 4 MATERIAL BY OWNER W Qa NO SYMBOL 2" THICK LAYER AFTER COMPACTED DECOMPOSED O N/A 5-IS 16' D WIDE 5GE ACCESS ROAD .G. ROAD TO GRANITE. ALL SHRUB BEDS. "BRIMSTONE" , 3/5" MINUS BE INSTALLED PER 50E SPECIFICATIONS FOR cc WITH 11% FINES. AVAILABLE BY 5OUTHWEST BOULDER. VEHICLE SUPPORT. WLL O (�60) 325-58-T-T, WWw.southwestboulder.Gom L v REFER TO THE A55E55MENT DISTRICT GT AND STREET IMPROVEMENT PLANS ., PREPARED BY THE CIVIL ENG I NEER. Z � � W EX I5TI NG CONCRETE WALK EXISTING CONCRETE WALK TO BE N/A I L W PROTECTED IN PLACE CC W o NOTE: J Q 0 _j ALL I N5TALLA71 ON AND MAINTENANCE SHALL MEET OR EXCEED THE PRFG/5 GR�D/NG PLf�tN NOTE Q C� 0) a CITY OF PALM DESERTS "LOW WATER ORDINANCE" AND FOLLOW THE THE PRECISE GRADING PLAN5'PREPARED BY (� Q ~ W O MAINTENANCE SCHEDULE 4 GUI DEL I NE5 E57ABL 1 SHED IN THE 0171T, OF DESERT SHAD APPROVED PRO ISSUED BY THE ALL BIDDERSIYOFPALM W Z v PALM DESERT 5 DESERT FLORA MAINTENANCE CCU I DE, CURRENT INSTALLING CONTRAGTOR(5). THE PRECISE O = EDITION. GRADING PLAN 15 AN INTEGRAL PART OF THESE ~ ~ V LANDSCAPE PLANS, AND INDICATES ALL BOULDER ROCK NOTE SOIL. A M E N D M E N T N O TE NECESSARY FIN 15H SURFACE / FIN 15H GRADE ALL LANDSCAPE BOULDERS TO BE SHEET DESCRIPTION ELEVATIONS, DRAIN HEAD AND DRAIN LINE "DESERT CHOCOLATE"— AT THE GONGLU5ION OF ROUGH GRADING AN AGRONOMIC SOILS LOCATIONS. CONTRACTOR TO PROVIDE MASTER ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND QUANTITIES 4 SIZES AS PER LEGEND TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT FINAL WALKWAY / DRIVEWAY LAYOUT SHALL SPECS. TO BE VERIFIED BY CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN LAND50APE ARCHITECT DESIGNED INSPECTOR FOR THEIR REVIEW AND APPROVAL. THE CONTRACTOR TOTAL JOB QUANTITY: 1562 J.L. SHALL INSTALL ONLY THE 501L AMENDMENTS RECOMMENDED BY THE ON THE APPROVED PRECISE GRADING PLAN. 25% — IS" DRAWN 509b — 24" J.L. 501 L TESTING LAB / AND ONLY THOSE APPROVED BY THE G I TY OF 50:25 _ 36" CHECKED P.M. PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH C/T7' OF PALM DE5ERT 48" — SEE PLAN (at corners) DATE ORDINANCE 1551; PLANTS SHALL BE BACKF I LLED W 1 TH LOCALLY IN5PEC TION SCHEDULE NOTE 10/25/08 PRODUCED GOMP057 FORM COACHELLA VALLEY COMP05T FAG I L I TY ALL DRY STREAM BED ROCK To OR GAL BIOMAS. COMPOST G2TY. AS FOLLOWS: REFER TO THE TITLE SHEET FOR THE CITY OF BE 2" TO (oil "DOS RI05" 10B NO. 11450Q PALM DE5ERT'5 INSPECTION SCHEDULE. UNLESS NOTED OTHERWI5E. CAD HLE GALLON SHRUB I SHOVEL ALL BOULDERS, ROCK AND -5fjEtT NUMBER 5 GALLON SHRUB 2 SHOVELS NOTE: AGGREGATES ARE AVAILABLE BY 15 GALLON SHRUB 5 SHOVELS NO TREES SHALL BE PLANTED WITHIN C.V.W.D. SOUTHWEST BOULDER. 0 EASEMENT OR RIGHT-OF WAY5. www.southvwestbouider.com M Lml 24 BOX TREE 4 SHOVELS NOTE: 56" BOX TREE 5 SHOVELS NO CONFLICTING UTILITIES WITHIN PROJECT AREA. OF 58 SHEETS PLAN SET "G" 03-08-10 Diry� sy • � oR f OR/Ve , 4NP REs gs RSsv RacRR s NnsDs R O SKY nflF A R Raas s- sE R ¢A^8=R F=U sB sR RR Y _•�apa^` o�oa SU�*M'�2M T�EaRT SF/M�Up,RNPHY& P A� RT'o� N\EPRy"S , n� IN C LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 a (949)443.1446 FAX(949)443.1631 W DSCgpFR R n R R RAIV M ccR Signature 07-31-10 GERALD FORD Renewal Date 3-08-10 � KEY MAP � N OF CAIF N.T.S. PROJECT �T10 These drawings and/or the accompanying specifications are the exclusive property ofUT/L/TY Forsum/Summers & Murphy, Inc. and their use and publi- -�— 5GE POWER POLE cation shall be restricted to the original site for which they were prepared. Re-use, repro- I / I(fIItIIIII -:.A_•—IIIIIIIII~°. °II1aI!IIIII �_ -a----' -a /__\--a \\\\\\\\\ -\\\-\�\\o�°v°. --\o-y-\-\IIIIIIII►! \yIIIIIIII►► 11�' IIIIIII{I CIIIIIIII►I i -_ e a Wia/�t—° - d iIIIIIIII IIIIIIII {IIIIIIf CIIIIIII►► IIIIIIIIII d IIIIIIIIII , IIIIII►I ducft ion OH'Q,oaaO4t�r o publication ublicati on a-° v4z b ;y' aan y method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. M 10 o o 1 1 1 1 S-1 I I I I I I I Z - - - - - - - - - - - - - - - - - - - - - - - I I I I I 1 0 L - - - - - - - - - � - - - - - - - - - - - - - - - - - - - L- - - - - — - - - - - - - - Uj LU ca S-19 CTRAIL" GERALD FORD DRIVE S-4 30SCE EASEMENT = WOHv inOc OD 0oW Wzm 0 co LLA O 0JN O 0. ca NOTE: I TREES AND SHRUBS WITHIN SCE EASEMENT AREAS HAVE BEEN DESIGNED AND SHALL BE MAINTAINED 50 PLANT MATERIAL SHALL W NOT EXCEED 15'-0" MAXIMUM HEIGHT. CL NOTE: REFER TO SHEET ML-I MASTER LEGEN FOR ALL GONSTRUGTION LEGENDS AND NOTES. ILL. < I 13 cc1 12 o 14 NO TREES SHALL BE PLANTED WITHIN G. W.V. Z I / EASEMENT OR RIGHT-OF WAYS. Cl) � WT S- - CL NOGONFLIGTING UTILITIES WITHIN P co ROD GT AREA. Cc S-8 W a ja �� M � - 0 Uj QQ SHEET DESCRIPTION sd P° ° ° CONSTRUCTION` d ° / __ — LAYOUT ® 0 DESIGNED1 J.L. DAWN J.L. SCE '"TRAIL" GERALD FORD DRIVE S-4 30' SCE EASEMENT CHECKEDP.M. DAE 10/25/06 JOB NO. 11450-1 SCALE : 1 20' CAD FILE SHEET NUMBER 20' 401 �01 NORTHLml OF 58 SHEETS PLAN SET "G" 03-08-10 • SNORF 0� PICASSO DRIVE _ Q _ ' J CNi' ias O =�&=oR¢s g_-�ss c_�O p Rsa�axE s #sa s 3 s aR�sz E aas•s R�aA a a X N AY a a aa ° wa.a SDLiUM��QdME�G Rr S F/M�U,,, R,*i7g PM—nHa3uYt1r eh y P eA RtiATpq� N� EP fR�S' , n- INC LANDSCAPE ARCHITECTS s 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 (949)443.1446 FAX(949)443.1631 C, E a W Y. �pt4DSCgp� P Ld E M MR GERALD FORD enewal 10 3-08-10 Date OF CALIVKEY MAP N.T.S. PROJECT LOCATION These drawings and/or the accompanying specifications are the exclusive property of�L�TY STN� Forsum/Summers & Murphy,UT Inc. and their use and publi— cation shall be restricted to theSCE POWER POLE original site for which they were prepared. 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W U. FOR ALL 0ONSTRUCTION LE&ENDS AND NOTE: V NO TREES SHALL BE ITHI G.V.W. . z EASEMENT OR RIGHT-OF WAYS.S-1 � � NOTE: a �; Li1 — — -- — — — — — — — — — — — L L — — — — — — — — — — — — — — - - - - - - - - - _ — _ _ — NO CONFLICTING UTILITIES WITHIN PROJECT AREA. �S-7 1 W�ia �Qv o° 1 (/) MLL i 0 z O � CRIPTIONSHEET DES CONSTRUCTION d <. — — a — LAYOUT d S-4 DESIGNED J.L. DRAWNJ.L, s-4 GERALD FORD DRIVE CHECKED P.M.SCE "TRAIL" 30' SCE EASEMENT DATE10/25/08 )OB NO. SGALE: 1 20' cwFILESHEET NUMBER 01 20' 40' 60 NORTH OF 58 SHEETS R PLAN SET "G" 03-08-1 0 + � ShORf pR� J % x I g PICASSO DRIVE Gt qJL J I € KAN M KY AY MAT eiG1er s es eew e ere eye e sees e e s s s '� e : SUMMERS/MURPHY&PARTNERS,INC. o I I g s G ® • R e e LANDSCAPE ARCHITECTS — — m I I 1I�-6 I 34197 COAST HIGHWAY,SUITE 200 f „ I " s � e e � x e ro e s c F W DANA POINT,CALIFORNIA 92629 a (949)443.1446 FAX(949)443.1631 ! I O W Y e C RUa E A a - O �p,NDSCgPF Murphy, q a s a e y I V ME ¢ W _ W Q a7 n 16 I � � 1 `� � ¢ _ z x � ees �ceeoeeaaa ,� " Signature 07-31-10 ( " I 16' 6" I GERAID FORD Renewal Date / I aERALD FORD # 3-08-10 I ( I sT Date �P KEY MAP PROD=CT OF CAUF°Ra LOCATION I ! ( ( I N.T.S. O R_� No I II ( These drawings and/or the I accompanying specifications are the exclusive property of U7 L/TT 3 rMBO LEGEND Forsum/Summers & Murphy, / I I Inc. and their use and publi- 1 SCE POWER POLE cation shall be restricted to the original site for which they �` ° \ I I I were prepared. Re-use, repro- duction or publication by any method, in whole or part, is Z prohibited except by written S-4permissio Summe sn&r om Murphy,Fors Inc o - - -_- - 17 Uj \ d1V / I I I S-16 M 0000 ca 1 wZ( 0 0 z W 1� /(�s-�1 > a y r� x, \ \ �• / 7 i ( I 0co \ \ \ S-7 !, ) 1 tY Z O 00 S-8 \ � W Z � r► m -J \ \ >> �'' = / I / I NOTE: O G. m a .. TREES AND SHRUBS WITHIN SCE EASEMENT o AREAS HAVE BEEN DESIGNED AND SHALL / y I BE MAINTAINED 50 PLANT MATERIAL SHALL \ \ \ 19 � go / ( / I I NOT EXCEED 15'-0" MAXIMUM HEIGHT. (L \ � NOTE: V z REFER TO SHEET ML-I / MASTER LE ND co FOR ALL CONSTRUCTION LEGENDS AND NOTES. I- 0 NOTE: W I l ry I I \ \ � / �/ // / / I /� ( NO TREES SHALL BE PLANTED WITHIN C.V.W.D. H Z V 11 17 °- 1 I 20 yJz I + n; 4 / // // I EASEMENT OR RIGHT-OF WAYS. U W NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. >- G.. W II _ t , � _ _ _ _ _ \ ` � �� IXW o _._� I W r I a C U. Wz \ ° V\ 1 +I SHEET DESCRIPTION - - -- - - - - - _ - — \ \ 1\ QQ a Q _ A. CONSTRUCTION d.. / ( \ LAYOUT ,� I I —.� — — — _ z — = DESIGNED v — — — _ J.L. ®_ _ _ — __ _ — - -- - - -- - - - - - -- -- - - _ - - - - - - -- - - - - - SCE TRAIL 30 SCE EASEMENT I( \\ \ I DRAWN J.L. — S-4 '- - S-19 GERALD FORD DRIVE L - - 1 \ - - - 1 CHECKED P.M, i 1 1 DATE 10/25/05 S-18 1 JOB NO. 11450q ` 50ALE: 1 " = 20' CAD FILE S L=111113 01 20' 40' (00 1 �.I NORTH OF 35 SHEETS PLAN SET " 03-08-10 ��yqy Sy VNP PICASSO DRIVE IC z E r a = g R 5 # R R x _ KA I SKY AY E R SUMMERWAURPHY&PARTNERS,INC. — — — — — — — -I I ! to a g G _ • e E E LANDSCAPE ARCHITECTS 34197 COAST m I ! 8 g R E E E Z DANA POINT HCAL CALIFORNIA 92629 0 MATGI�INE - SEE BELOW- RIGHT ` = E E z a a (949)443.1446 FAX(949)443.1631 mT M M e� r Nei EE;✓ EE1 M � a a R R a R E R R E E E 10 E S E o I I E - - - - - - - --) �i I E cw.> W Y s a RU a a E E R R D S Cq p Murphy Fq I N I I W R J'i I f R $ E F A E E R R 7 Y • 8 E `G I i l ' I I ( I • v v a R E E E p F E F >i C E 5 Signature I I I O I I 07-31-10 I ^GERALD FORD GERALD FORD Renewal Date ° *�'j 3 Date t i \` I PROD GT qrF 2 I I I 1 ,_ ;; i I \ I KEY MAP of ca,�',F I ' I I R I \ I N.T.S. LOCATION I I Top These drawings and/or the accompanying specifications i \ 1 are the exclusive property of UT/L/TY STMBO LE&EN.P Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the SCE POWER POLE original site for which they l I \ I GHL -{ L were prepared. Re-use, repro- ' duction or publication by any I method, in whole or part, is prohibited except by written - _ _ _ — _ — I , ` o ' ` permission from Forsum/ IISummers & Murphy, Inc. S-6 I} 1 1 I 1115511\ S-16 I ` S-8 I i I � 22 i 1 Ik S-7 I a II I I I I,i r I I ; r I I a Z O J - - - - - - - - I , 1 I I8'-6" cC H - i I S16 - - - - - - - -� i'' �` o I j l I Li 18 I I I !I I I I I I 1 o I II, I S-7 o \ I I OD o) >- 23 S-1 I � ' co LU ILL p I > aV i - - - - - - - - � liil 1 I � ! i \ I I i S-4 V I I \ d� 0ZO3ao� 1 � w0 1 I I I i d zo Ot/� � 1 ff NOTE: 3 0 m d ay `I I \ I ► 19 ® I TREE5 AND 5HRUB5 WITHIN 5CE EA5EMEN O 0. AREAS HAVE BEEN DESIGNED AND SHALL BE MAINTAINED 50 PLANT MATERIAL 5H L V) ` it I NOT EXCEED 15'-0" MAXIMUM HE16HT. Uj 0. I I I I , ! ; , t I NOTE: I 24 I I I\ I 1 ' 1 1 . I z REFER TO 5HEET ML-I / MASTER LEGEND (� FOR ALL CONSTRUCTION LEGENDS AND N TE5. O NOTE: W U. J NO TREE5 5HALL BE PLANTED WITHIN G.V. D. V EA5EMENT OR RIGHT-OF WAY5. I I 1 II I - _ — _f �I U NOTE: On - - - - - - - 1 ! ,-.a . - _ 1 o NO CONFLICTING UTILITIES WITHIN PROJEG AREA. J W a Uj do -- _ W o W CL I }I Q - - - - - - - ; I I aV d' IL i I 8 I ! ' + S-8 I I ,p I 'w r U. -16 l I WZo I S 1 , 9�-6'� I I I I I a �"' H C) I { i i, I i S-7 SHEET DESCRIPTION 15 I , I y 4 S-6 20 I n V, i I i CONSTRUCTION LAYOUT I DESIGNED DRAWN J.L. CHECKED P.M. ^_ - - - - - - - - - - - -- - - - - -� I I I DATE 10/25/05 IEEall EEC ' ' i E�eEi� e� E;/ EEl I I JOB NO. MATGHLINE - SEE SHE �1.- 3 � 1` ��// l e� e� s� e� eE� s� e� t� e� e� eE� t� eE� eEa E� t� t� e� M s� Eo M 11 I 1145Oq { — — -- — — — — — — MATGHLINE - SEE ABOVE- LEFT 1 - - - -, I , I SG L E: 1 = 2 0 CAD FIDE - - - - - - - - - - - SHEET NUMBER 01 20, 40' �01 NORTH �01F 35 SHEETS i PLAN SET "G" 03-08-10 . a SNO�Qc PICASSO DRIVE c - N 1J0 z R 9 o 3z' E K a 4" N IN KY AY E g E SUMMERS/MURPHY&PARTNERS,INC. S s s a E E LANDSCAPE ARCHITECTS => 34197 COAST HIGHWAY,SUITE 200 s $ E s K e r E s w DANA POINT,CALIFORNIA 92629 a (949)443.1446 FAX(949)443.1631 0 CO �` g \��p�\ T- IT.T1. NDSC,gp 44F \ - x K K a s �� N,, Murp/�y tiq C'\ o - LU \ \\\\\ R E a A A a K O _ VERM LU _ Signature DINAR- S HOB 10 07- GERAID FORD GERALD FORD Renewal Date 3-08-10 k Date 1 FROJECT OF CAI IF KEY MAP ,' LoGATION - N.T.S. These drawings and/or the accompanying specifications are the exclusive property of UT/LiTY SYM.5O� LEGEND Forsum/Summers & Murphy, YT I Inc. and their use and publi- �/ --__ ---- �\ SCSI: POYVeR POLE- cation shall be restricted .to the orig nal site or which they were f prepared. Re use,4 `�—__ �_ \\\ methrepro- duction or publication any \ method, in whole or part, is prohibited except by written permission from Forsum/ S-2 Summers & Murphy, Inc. c Mu 12 o0 00 / 4 O u, p t— i S-1 I I 0 + o o et to va Cr. I ,0 0 Z ° I M : Z W O y (� 9, I W a + T Z S-5 �, �° 1, I Z 0 00 I W Z o O I W M NOTE: TREES AND SHRUBS WITHIN SCE EASEME T O m � N .� W AREAS HAVE BEEN DE51 GNED AND SHALLO d' 8'}6" I( BE MAINTAINED 50 PLANT MATERIAL SHALL NOT EXCEED 15'-0" MAXIMUM HEIGHT. W I �U w NOTE: W0. I U REFER TO SHEET ML-I / MASTER LE(SEND 'Q _ FOR ALL CONSTRUCTION LEGENDS AND NOTES. (� Z I o co IX NOTE: O NO TREES SHALL BE PLANTED WITHIN G. W.D. W Q EASEMENT OR RIGHT-OF WAYS. Uj I cc C to NO CONFLICTING UTILITIES WITHIN PROJE T AREA. co Z 4!5 Co I I S-16 d- W I I IXW o W a, 2 J pe DE- O W Z V S-5 rL H I S-6 LO ° SHEET DESCRIPTION CONSTRUCTION S-4 LAYOUT IND I I I DESIGNED J.L. i 1 I 1 DRAWN J.L. I CHECKED p.M. DATE 10/25/08 JOB NO. 50AL E : 1 " = 20' CAD FILE 1145001 MATGHLI - 5 o \� 1 SHE R ess � � f ss� � � sly \\ � � s� � ss� s� s� ■ V _ �c L 01 20, 40' 50 NORTH OF 58 SHEETS PLA 11 ' 0 - -10 PICASSO DRIVEo KA INSKY AY a # g s a s SUMMERS/MURPHY&PARTNERS,INC LANDSCAPE ARCHITECTS 7 34197 COAST HIGHWAY,SUITE 200 # # $ $ # s a $ • a W DANA POINT,CALIFORNIA 92629 s $ (949)443.1446 FAX(%9)443.1631 O a a a $ a g S-2 W ¢ $ s a RUB E a g ' Lp, M SCq pLr- s J S-17 Signature O 07-31-10 \ / GERALD FORD GERALD FORD # enewal Date tO S-8 JECT � 3 Date / LOCATIONTF°F cauF°� S-8 S_7 KEY MAP N.T.S. These drawings and/or the accompanying specifications are of 3-2 j UT/L l T?' 5-'MBC� Lj'GjEND Forsuhm/Summe s exclusive & Murortphy, Inc. and their use and publi— S-1 j — 5GE POYVER POLE cation shall be restricted to the s _ O original site for which they ro— / ® �► - — duction or were prepared. Re—use, ,by any method, in whole or part, is ~1 O prohibited except by written permission from Forsum/ S-14 C _ S-1 _ S-8 ` l S OD Summers & Murphy, Inc. S-7 Apr S-10 CP S-1 / Z S-12 \ W S-13 I 5 Go S 10 S-12 , 3 Mac / \ o S-2 // 1 / I OOD i / ( ?Op 0 14.. Lu 0 ♦ / / — 000 Uj ♦ i / / / // L - - - - - - - I - - - - - - - - i i /� C� 4 CD W O m N J CL co a ♦ /' ' / OT Y s-8 ' ♦ n _\ I // / IsT o I , S-12 NOTE: RETENTION BASIN s-7 = r �- TREES AND SHRUBS WITHIN SGE EASE NT ♦ / AREAS HAVE BEEN DE51 GNED AND SHALL BE MAINTAINED 50 PLANT MATERIAL SHALL NOT EXCEED 15'-0" MAXIMUM HEIGHT. V ♦ \ / / I NOTE: �♦♦ 0 REFER TO SHEET ML-I / MASTER LEGEN W U. ...I ♦ \ / / S-13 I w I FOR ALL CONSTRUCTION LEGENDS AND NOTES. Uj 4 ` ,♦ \ I U NOTE: X ca V S-12 I NO TREES SHALL BE PLANTED WITHIN C. .W.D. Z \ ♦♦ \ �\` I 1.4 EASEMENT OR RIGHT-OF AAYS. W co NOTE: W IX NO CONFLICTING UTILITIES WITHIN PROD GT AREA. W a 7t J _ J 0 4 4 � M a. S-14 S-13 I I U. d � 0 I— O o WZZ � a H � E- 0 S-12 SHEET DESCRIPTION I MICHELANGELO GATED I— I CONSTRUCTION ENTRY SEE OVERALL SITE o _ �\ �->�v LAYOUT DESICNED MAP FOR LOCATION \ S-7 I DRAWN J.L. HOT 49 — S-8 J.L. � - - - - - - - - - - - - - --, - - -r —, I CHECKED P.M. i _ I i �� - - - - - - - -- - - I I DATE 10/25/08 I i I I I I I I I I � J� II _ JOB NO. V ! I I S�.,- ALE. ( — 2�1 CAD HLE 11430c1 t . SHEET NUMBER 01 20' 40, 60� �o' NORTH OF 38 SHEETS R I PLAN SET "G" 03-08-10 24'-6" -t0' -6 ' 24 Sdoor, im UMMERS/MURPHY d:PARTNERS.INC 2 4 _ LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 *66 lT DANA POINT,CALIFORNIA 92629 s; ^ _ (949)443.1446 FAX(949)443.1631 2 _ The Gall m ,� l NDSC , 07-31-10 ene�'6wa aFe- 3-08-10 ELEVATION VIEW 26' SO' s 26' sTg4 0 CAUFo�`'�P SCALE: 5/16" = 1'-0" These drawings and/or the accompanying specifications are the exclusive property of iors c. and their ruse and publi- cation l� FER TO STRUCTURAL cation shall be restricted to the MENT PILASTER- REFER TO DETAIL O TH SHE 4• PROJECT IDENTIFICATION SIGNAGE- LETTERS BY OWNER- original site for which they BACKGROUND TO BE SIGILIAN BEIGE 18"XI5" TRAVERTINE ENG _5 FOR FOOTING were prepared. Re-use,2. TALL MONUMENT WALL- REFER TO SET ON 45 DEGREE ANGLE. 2" TRAVERTINE BULLN05E TO IZE DEPT AND methrepro- duction or publication o any � AGIh-I' OF REINFORGI method, in whole or part, is DETAIL ON THIS SHEET. BE SET AROUND SIGN AS A FRAME. prohibited except by written AVAILABLE BY VALLEY BUILDING MATERIALS. permission from Forsum/ 5• LOW MONUMENT WALL- REF TO A O" THIS SHEET. Summers & Murphy, Inc. STONE VENEER TO BE "ELDORADO STONE" , "DURAN " GAPS TO BE 4" THICK P.I.P. NATURAL GRAY CONCRE WITH A WASH FINISH. TOOL JOINTS ON WALL GAP 2 MONUMENT ELEVATION Z � 2' X5' S" 0 N -� I 1. 4" THICK P.I.P.NATURAL GRAY 12" +/-, J J CONCRETE GAP WITH q 2 WASH FIN15H - QaQaa X = _ 2. HORIZONTAL REINFORCING 1 E:1 2 STEEL. REFER TO 5 I - STRUCTURAL ENGINEER'S ° DETAIL. a X 5. STONE VENEER- ELDORADO X ° CO >- 4 _ < "DURANGO" < ° � M (� 4. 8" X 8" X 16" PRECISION O CD ° BLOCK _ m i=1 4 5. VERTICAL REINFORCING 3 Q z STEEL. REFER TO , ==I I 5 STRUCTURAL ENGINEER'S COW d' s' - - I - - z t� `� a ;=>� I ( _ DETAIL. I I- j -= ad 6 6. FINISH GRADE O O a 1 1- = W LL O w t�u� N Q III _ 8 - 'I. RE I NFORG I NG STEEL, CONT. J d) III=III REFER TO STRUCTURAL V 11 ( _ - 4 -) 1=1 ENGINEERS DETAIL. 0 U � SECTION II III-III-III-III II FRONT ELEVATION oo E�F�i� TO 5t TRIG. D�TA I I _ I I o III_ I I_O II I - I -O -1 I 1= - _ o _ 8. COMPACTED SUBGRADE _ z I I I I =1 I I- _ Opp REFER TO SOILS REPORT W h dJ ;_ = 7 W Z -III= FOR RELATIVE COMPACTION A =1 I =1 a. ° 'i;>- Q I. 4" THICK P.I.P.NATURAL GRAY 5. CONCRETE FOOTING = - REOUIREMENTS. W a I = a tp CONCRETE GAP WITH 6. GROUT BLOCK III III= I = q• 4 DIAMETER PERFORATED - O r► WASH FINISH -_ ( 1 8 MIRAIFILIFILTER CLOTH SOCK - a 5 4 2. STONE VENEER- ELDORADO 7 FINISH GRADE =) I -III- AND ENCASE IN I GUBIG 8 t0 _.! O "DURANGO" 8. COMPACTED SUBGRADE REt�R To FOOT OF 3/4" AGGREGATE _ - - - - _ O a- CC GRAVEL CONNECTED TO - - 4 5. 8" X 8" X 16" PRECISION q. DOOR KING 1830 PG PROPOSED 5UB-5URFAGE - BLOCK PROGRAMMABLE ENTRY STRUCTURAL ENGINEER'S DETAIL Cl DRAIN SYSTEM. SEE STRUGT. DETAIL BY5TEM OR EQUAL. rJGT I ON 4. REINFORCING CONTRACTOR TO PROVIDE 10. WATER-PROOF MEMBRANE, STEEL. REFER TO SPECIFICATIONS. LOCATE BELOW GRADE. n_ I II STRUCTURAL ENGINEER'S I - I -O DETAIL. NOTE: REFER TO STRUCTURAL NOTE: REFER TO STRUCTURAL 5. CONCRETE FOOTING Uj ENGINEER'S DETAILS FOR FOOTING WALL SECTION ENGINEER'S DETAILS FOR FOOTING SIZE AND DEPTH AND 51ZE AND SIZE AND DEPTH AND SIZE AND I. 4" THICK P.I.P. NATURAL GRAY 6. GROUT BLOCK Q Q 5PAGING OF REINFORCING STEEL. I"=I'-O" SPACING OF REINFORCING STEEL. CONCRETE GAP W/ WASH FINISH 1. FINISH GRADE _T f-f O N I ®� I I^' I^I /� 2. STONE VENEER- ELDORADO 8. COMPACTED SUBGRADE (U 1= LOY `� MONUMENT Y `4ALL DURANGO q, STUCCO BACK SIDE OF WALL W O 3, 50 5. 8 X 8 X 16 GMU COLOR TO BE FRAZEE "COACH HOUSE" J 4. STEEL REINFORCEMENT- q• PORTIONS OF WALL RETIAN. W REFER TO STRUCTURAL DETAILS REFER TO ELEVATION. d ° 1 10• 4" DIAMETER PERFORATED DRAINLINE. Z Fz �I WRAP PIPE IN MIRAFI FILTER CLOTH 0) :5 I= 500K AND ENCASE IN I' GUBIG FOOT W OF 5/4 AGGREGATE GRAVEL a I. MONUMENT PILASTER- REFER TO ° CONNECTED TO PROPOSED Uj DETAIL ON THIS SHEET. X 2 SUB-SURFACE DRAIN SYSTEM.4� CC W I I' 2. TALL MONUMENT WALL- REFER TO 5 1I. WATER-PROOF MEMBRANE, LOCATE .I CL O DETAIL ON THIS SHEET. A BELOW GRADE. J Q O) Q 8' I 12. LOW WALL- REFER TO LOW WALL V (L 10, 3. LOW MONUMENT WALL- REFER TO t- DETAIL ON THIS SHEET. F (� M U. I 2 3 DETAIL ON THIS SHEET. 4 q `-�' W Z V O} 4. PROJECT IDENTIFICATION ° 6 SIGNAGE LETTERS BY OWNER- (BOTH SIDES OF WALL) o. ~ ~ V BACKGROUND TO BE SIGILIAN - - 12 BEIGE IS"XIS" TRAVERTINE SET ON - z I I I = I ., i� °° = O SHEET DESCRIPTION The G llery Q 45 DEGREE ANGLE. 2" =1 I _ - o = Ponderosa Homes I TRAVERTINE BULLN05E TO BE to SET AROUND SIGN AS A FRAME. v III �. III-1 I (- CONSTRUCTION AVAILABLE BY VALLEY BUILDING w a a 5 = = 1=III=1I = = DETAILS MATERIALS. W -_ V , - - - - 8 ��IIIIIIIIIIa IIIIII ° IIIIIIIIIIII STONE VENEER TO BE ELDORADO - - - - - - -III= - III- I I=1 I I= DESIGNED JL ELEVATION: 1/ VIE o " " �,� GTION =I I=_= =I -III=III-III=III-III= I I =III-111- STONE DURANGO _ _ 4 _ ORAI�IN „_ Ff�' To 'STR�Jc. D�TAI' ' -1 I I-III-III- -1 I-1 I I - I I-I 11- GAPS TO BE 4 THICK P.I.P. I - I -O =III-I I=1 I- I I 111- JL NATURAL GRAY CONCRETE WITH A -i I-I I �- II CHECKED WASH FINISH. TOOL JOINTS ON 8 PM I. 4 THICK P.I.P.NATURAL GRAY 5, CONCRETE FOOTING SEGTION q D"�o/25/08 WALL GAP @) 2 O.G. CONCRETE GAP WITH WASH FINISH 6. GROUT BLOCK N,T,S, JOg NO. 2. STONE VENEER- ELDORADO "T• FINISH GRADE g 5treetsca e NOTE: REFER TO STRUCTURAL CAD RLE ENGINEER'5 DETAILS FOR FOOTING DURANGO 8. COMPACTED SUBGRADE GALLECONSTOET SIZE AND DEPTH, AND SIZE AND 5• 8" X 8" X 16" PRECISION NOTE: VERIFY ALL SIZES AND DIMEN51ONS SHEET MBER 5PAGING OF REINFORCING STEEL. BLOCK NOTE: REFER TO STRUCTURAL OF FOOTI NG5 AND RE I NFORG I NG STEEL 4. REINFORCING ENGINEER'S DETAILS FOR FOOTING W/STRUCTURAL ENGINEER PRIOR TO STEEL. REFER TO SIZE AND DEPTH AND SIZE AND CONSTRUCTION. SPAG I NG OF REINFORCING STEEL. STRUCTURAL ENGINEER'S C D'-1 DETAIL. � D I NAB S#�Ofi�F � M I G'I�FL.ANC�E,LO ENTfizY S I ONAC�E1 -41M�ONUMENT i�I LASTFR 2 TAL.L. I�CONU1"CENT W�AL.L 00 PLAN SET"G" 3-08-10 SUMMERS/MURPHY&PARTNERS,INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 (949)443.1446 FAX(949)443.1631 �p ND SC,4,o Murphy Fq Via° I� c 'gn ure 07-31-10 * Renewale -r 3-08-10 tpTgTF OF CAI.►FO��\P 'f 5 I I 4 5 4 1 These drawings and/or the accompanying specifications 1 6 1 2 6 1 g are the exclusive property of Forsum/Summers & Murphy, 61 Inc. and their use and publi- 01 shall be restricted to the 2' 21 original site for which they �✓ were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written 1 I 9 I Z o a o a a o 0 o _ I I _ i /W 0 aaaaa NOTE: 8 L.E CG E I y 1: a LARGE MEMBERS AND RA15ED PANELS TO BE "FAUX WOOD GRAIN" 12 I. GATED ENTRY PILASTER- REFER 5. 4" TO 6" STEEL MOUNTING POST NOTE: NOTE: REFER TO STRUCTURAL 00 >.1 PAINTED. IRON PAILINGS, BIRD q TO DETAIL ON THIS SHEET. GATE CONTRACTOR SHALL PREPARE 8 ENGINEER'S DETAILS FOR FOOTING O Q GAGES AND SMALL MEMBER GATE 6. HEAVY DUTY HINGES SHOP DRAWINGS AND PROVIDE TO 51ZE AND DEPTH, AND SIZE AND M rc 2. GATED ENTRY WALL- REFER TO THE OWNER AND L.A. FOR REVIEW. I Q FRAME TO BE PAINTED FLAT BLACK. to DETAIL ON TH15 SHEET. 7. GATED ENTRY WALL- REFER TO SHOP DRAWINGS SHALL ADDRESS 10 SPACING OF REINFORCING STEEL. QD _ ALL IRON 4 STEEL SHALL BE DETAIL ON THIS SHEET. GATE FABRICATION, AUTOMATIC GATE CD 3. TUBULAR STEEL PEDESTRIAN GATE OPERATOR EQUIPMENT TREATED, PRIMED 4 PAINTEDIWITH WITH 2", 4" 4 6" TUBULAR STEEL 8. FINISH GRADE / 5URFACE ATTACHMENT, K105K ENTRY KEYPAD, ELEVATION��VIEW 4 CURRENT STATE OF THE ART SCALE. 1/2 - I O 0- FRAME AND 3/4" PAILINGS. GATE LOOP DETECTORS AND ANY PROCESS AND MATERIALS THAT LIMIT TO HAVE H/C APPROVED KEYED a. ROLLED CURB ADDITIONAL INFORMATION AND W -< F- CHIPPING, RU5TIN6 AND PROLONC75 KNOB, AND BE SELF CL051NG. EQUIPMENT REGZUIRED TO MEET FIRE C 20 LIFE EXPECTANCY. 10. COMPACTED SUBGRADE DEPARTMENT AND LOCAL / STATE 0 0 F- 4. TUBULAR STEEL AUTO GATE5 WITH CODE REQUIREMENTS. = W LL O 2", 4 4 6 TUBULAR II STEEL FRAME BIRD GAGE DECORATION > J AND 5/4" PAILINGS. Q V 0113 12. FORMED AND RAISED METAL Z O PANELS C 0 co 0) Cr W ~z o o[ 0 co Z a -� 3 0 QD _j � O G. (5a. ENTRY &A7E ELEVATION W G. Q a I 1, 4" THICK P.I.P.NATURAL GRAY 3 - CONCRETE GAP WITH d a ° I W U. `t WASH FIN15H W J 1 V 2. HORIZONTAL REINFORCING 2 STEEL. REFER TO I" J Z 2 STRUCTURAL ENGINEER'S LIJ 3 DETAIL. Q 2 3. SDTONNEE VENEER- ELDORADO 3 Uj " " W 1 G 3 4. 8" X 8" X 16" PRECISION >` J a O BLOCK 4 J O 'Q ° QO �� ° ° <a • °• o• � . �� o°. .o .••�.., a° o �� o r' •. 4 ° o coo �o�'° �' °�o duo STEEL. U. VERTICAL REINFORCING 6 0) STEEL. REFER TO 13. �' � O STRUCTURAL ENGINEER'S O W Z DETAIL. _ d SECTION 5 6 6. FINISH GRADE z I I =1 I I ,� ` = a f- F- U IN . I-III-I :t;;,_ a =;_>-7' _ 7 1'- I I-o I I 4 = 7. REINFORCING STEEL CONT. H -� ° . , . � _ �- ° SHEET DESCRIPTION d) = 1 = REFER TO STRUCTURAL _ _ ENGINEER'S DETAIL. W 1. CONCRETE BAND WITH STEEL AS NEEDED. I-I a Q = - - - - - = 8 CONSTRUCTION REFER TO PLAN AND FINISH E. ~� -III � � Q � I-� �• COMPACTED O SOILSREPORT � _== DETAILS SCHEDULE. _ d FOR RELATIVE COMPACTION --- 4 THICKNESS 4 REINFORCEMENT TO _ a _ SECTION i BE ESTABLISHED BY SOIL ENGINEER. - _ REQUIREMENTS. „_ ,_ „ Fi� TO �TRI�G. DTA I _ = 0 i - ( O DESIGNED JL 2. SAND SETTING BED - - 3. CONCRETE UNIT PAVERS (SEE FINISH -1 I=1 i- -i 8 1. 4" THICK P.I.P.NATURAL GRAY 5, CONCRETE FOOTING DRAWN JL SCHEDULE) To CONCRETE GAP WITH 6. GROUT BLOCK CHECKED 4. COMPACTED 5U56RADE WASH FINISH 7. FIN15H GRADE PM (REFER TO SOILS REPORT) sTRUGGTURAL >=rksINEER's DETAIL 2. STONE VENEER- ELDORADO DAO/25/OS NOTE: REFER TO STRUCTURAL "DURANGO" 6. COMPACTED SUBGRADE 5. SUB-BASE MATERIAL (REFER EN(5INEER'S DETAILS FOR FOOTING 10 N0. TO SOILS REPORT / TO BE ESTABLISHED SIZE AND DEPTH AND SIZE AND 5. 8" X 8" X 16" PRECISION ;;��Vre etsca e SPACING OF REINFORCING STEEL. BLOCK NOTE: REFER TO STRUCTURAL C�ALLGONSTDET BY THE SOIL ENGINEER) WALL SECTION 4. REINFORCING SIZE AND DEPTH DETAILS SIZE�NDNG STEEL. REFER TO SPACING OF REINFORCING STEEL. SHEET NUMBER STRUCTURAL ENGINEER'S DETAIL. CDliiliiliiiiI2 -41 I NTERL 0r,< I NCB FAVERS S SIA7ED ENTRZY V"4AL.L. 1 .21 &A7E7E1) ENTRY F I L.ASTER IOF 38 SHEETS PLAN SET"G" 3-08-10 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 5. Posts, Plates and other of-grade connections to be Redwood, Western Red solution of muriatic acid and water, sand brushed to reveal surface lines. Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. :. tt G. Glean-U 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and p strap ties - 'Simpson Strong Tie' or equal. Joist handers and heavyy angles - [ I I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails,bolts, and wasfiers. All SUMMERS/MURPHY&PARTNERS,INC site. hardware material to be galvanized. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUiTE 200 5. Stain and point - as selected and shown on drawin s.- refer to finish schedule OANA POINT,CALIFORNIAAX(992449 Not all finishes included in this specification sheet maw be included 11. BLOCK MASONRY p g (949)443.14+46 FAX(949)443.1631 as part of the finishes indicated on the construction plort finish schedule Scope of Work - Provide all labor, materials tools, equipment, transportation and but have been included for "bid alternates" indicated on finish schedule necessary incidentals for the completion of all block masonry as shown on the 6. Concrete - Glass A minimum 2,000 PSI at 25 days. or to provide min. specification for builders "option" offer to its buyers. y p y drawings, including but not limited to the following: �pNDSCAP B. Rough Carpentry � Murpy Fq I. CONCRETE A. Materials I. Set all posts, beams, rails and framing plumb and true to line as shown on �� y tio*��y the drawings. Scope of work - Provide all labor, materials, tools, equipment, transportation and I. Slump block units meeting grade A, A5TM C-90, concrete block units Grade necessary Incidentals for the completion of all concrete flatwork as shown on the A, ASTM C-a0. 2. Connections - make all connections as shown on the drawings.5plice lumber O n31 10 drawings including but not limited to the following: at posts only. Utilize all nail and/or bolt holes for all hardware. enewc e A. Materials 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or 11, *T 3 Dde'0 �* I. Cement - Standard Portland Cement per designation G-150 of the ASTM low alkali. 5. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., grFOFCALIFOR� P where surface contact is provided. Type II, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's 5. Sand - Glean, well graded A5TM designation G-144. Report for Recommendations. 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 to of avin accompanying specifications 2. Aggregate - ASTM Specification G-55 5/4" maximum size. Decorative 4. Water - Water used shall be of potable quality. p p paving. are the exclusive property of aggregates or pea rock as shown on drawings. Fine natural sand, well graded Forsum/Summers & Murphy, conformin to ASTM G-144. Refer to finish schedule on construction plans. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM 5. Countersink nails and bolts in all locations where surface contact is Inc. and their use and publi- g p provided, i.e., bench top etc. cation shall be restricted to the designation A-165. original site for which they 5. Water - Water used shall be of potable quality. G. Painting and Stain were prepared. Re-use, repro- (b. Concrete - Glass A concrete minimum 2,000 P51 at 25 days. I. Fill all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. method, in whole or part, is deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM 7• Mortar - by volume, freshly prepared, uniformly mixed in ratio I port cement, prohibited except by written g 1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM G-2"10. Omit lime 2. Sand smooth all exposed surfaces is s ecifled as 545. permission from Forsum/ A-4a6, size where shown on drawin s. P P Summers & Murphy, Inc. g putty if plastic cement is used. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethofoam as indicated 5. Grout - by volume freshly prepared, uniformly mixed I part cement, 5 parts 3. Prime all painted surfaces with one coat primer. on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. 6. Control Joints - Saw cut .joint 1/4 of slab thickness. Hand tooled score Joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. 1/4" deep minimum where shown on the crawings. I. Lay all masonry strai ht and true to line with vertical .Joints plumb over each other. Horizontal jo(nss shall be level. Headers and corner units to show D. Protection and Cleanup -1. Gold Joints - Butt type, butt type with dowels. Screed key Joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. on the drawings. the drawings. Z 2. Upon completion of work, remove all scrap wood, debris, materials and Q C. Reinforcing tools from site. 5. Joint Sealant - Two parts Polysulflde sealant as manufactured by Thiokol, 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels N Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcing. Refer to V. Metal Work L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown on the H cl. Curing Material - Hunts process MD'10. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: Q conditioned concrete by L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials Indicated on the drawings. Steel tubing In sizes shown on the drawin s ASTM designation 500 and/or E. Grouting of Masonry I. hand forged, cold rolled wrought iron in sizes as showg on the drawings. aaa<a 10. Color Conditioned Concrete - 'Chrom(x' admixtures for integral colored I. Grout all cells with vertical steel solid as shown on the drawings. concrete by L.M. Scofield Company. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavyduty. 2. Grout all cells below grade solid. Refer to construction details for "specific" hardware specificatlon5. 11. Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 3• Provide minimum 5/4" between steel reinforcing and blocks. 5. Concrete - Glass A concrete minimum 2,000 PSI at 25 days and/or 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by 'Por-Rock' as shown on the drawings. 00 >_ F. Weepholes p L.M. Scofield Company, or 'Sika' surface retardant or 'Rugesol' as 1. Open joint wee holes at 52" O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate rimer, 'Rustoleum' finish surface coats or equal. � manufactured by 51ka Corporation. � � � walls with I cubic foot gravel If shown on drawings or approved drainage Metallzing or galvanizing or powder coating if shown on the drawings. Q system per Structural Engineer's specifications. Go 00 _ B. Subgrade B. Fabrication and Installation to I. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints I. Contractor shall make all measurement for fabrication in field prior to ItQ subgrodes prior to pouring of concrete. I. Provide vertical expansion Joints in wall per local code and Structural starting work. a, 2. Gut all footings in undisturbed or compacted soil. Engineer's specifications. H 2. Horizontal bars to taper with grade or step with grade as shown on the W 5. Place sand or aggregate base as directed in the site specific geotechnical H. Waterproofing drawings. Vertical bars to be plumb. Z Q report and installation recommendations. Contractor to obtain a certified 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. 0 copy from the general contractor or owner. C. Welding 0 O Z C. Forms I. Gleaning 1. Welding to comply with the requirements of standard code for ARC, and = UJ J O I. Glean all masonry work, remove all mortar stains. gas welding. I. Use only finished lumber. Set all forms true to grade and position. a V 'V 2. Moisten all forms prior 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. p p g pp tools from site. 0 y Z release agents. 5. All welds to be continuous and free of cracks, craters and porosity. Tack Q 0) III. BRICK MASONRY welds not acceptable. W f- co D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment transportation and w Z O 1. Place expansion Joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as show n on 4. Grind smooth all exposed welds, match adjoining surfaces. 0 3.0 Q ,(,�0 structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: °� Z 0 (0 the drawings. 5. Plug all open ends and tops, and weld. 3 O r J N A. Materials 2. Place control joint soil in concrete not to exceed a horizontal spacing as I. Brick or stone conformin to ASTM A�-62 grade MIN as shown on the drawin s. D 1..aPrime all metal work with one coat Zinc Chromate rimer. O a co a `'� specified by a soils engineer. g g g p 5. Place construction joints in concrete where casting on concrete is to be 2. Cement - Standard Portland Cement ASTM designation 0-150, Type 11, III, or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown stopped and subsequent casting is to be started. V low alkali single brand throughout. Refer to Soils Engineer's report for on the drawings. Paint to be 4 mils minimum dry thickness each. recommendations. 5. Prime and point per above, all field welds. E. Concrete p 1. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 5. Sand - Glean, well graded ASTM designation C-144. W E. Protection and Cleanup and be proportioned to attain a minimum cylinder strength of 2,500 P51 in I. Protect all existing work from paint overspray. 28 days. Compressive strengths are to be determined In accordance with 4. Water - Water used shall be of potable quality. CL ASTM C-5a. The slump shall not exceed 4". Refer to the site specific soil 2. Obtain Fire permit where required for on-site welding. Q Q report for site specific concrete mix specifications and steel reinforcement. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM V Z designation A-I65. 5. Upon completion of work, remove all scrap Iron, debris, materials and 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. Q accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, F" LL concrete ASTM G-q4. 1/2 part lime putty, 5 parts sand, conforming to A5TM G-2-10. Omit lime putty W if plastic cement is used. W < F. Concrete Finishing IIm 0) (, I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 1. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, � Z edge to remove all irregularities. Float to a smooth surface, steel trowel, 5 parts sand or I part cement, 5 parts sand and 2 parts pea gravel. CONTRACTOR OUALIFIGATION NOTE: and edge to on even hard surface. Score as indicated on drawings. Use a new ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2-7 LLJ B. Laying of Brick ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-5 manila hemp bristle broom. Brush markings on slab in uniform fashion perpendicular I. a all masonry straight and true to line with brick vertical joints plumb over C. G� to form edges and across width of walk / drive or as shown on the plan view drawings. each other. Horizontal points shall be level. Headers and corner nits to show CC ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2a W 2. Rock Salt Finish - Tam fresh concrete with heavy metal rid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on W (�.� p y g the drawings. � � straight edge to remove all irregularities. Float to a smooth surface, steel G. Reinforcing J 0. -_ trowel and edge to an even hard surface. Score as Indicated on drawings. 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels J 0) G Hand broadcast rock salt 1n even distribution and tamp in. Wash off concrete qe for walls and columns to be some size as wall reinforcing. Contractor to *" with enough pressure to dissolve rock salt after concrete has set. obtain Structural and locations. Copy�Eny to be provided to contractor from owner. 0 ineer's details and specifications for all steel sizes (� M U. ® �3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. W W Z Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less O (, surface, steel trowel and edge to on even hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's than I/2 length shall not be used. Stone to be cut with chisel and hammer. a recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Groutingg of Masonry Reveal aggregate by using water jet and coarse fiber brush to remove I. Grout core walls solid as shown on the drawings. SHEET DESCRIPTION retardant paste from surface, washing thoroughly until surface 1s clean and exposure is complete and uniform. 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide minimum 5/4" between steer reinforcing and brick. CONSTRUCTION 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. SPECIFICATIONS Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as 1/2" minimum from edges and expansion Joints. Tamp aggregate to a uniform specified by Soils Engineer. depth below concrete surface. DESIGNED I. Gleaning and Sealing SMP 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean ail masonry work. Remove all mortar stains. Remove alkali with solution DKAWN 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 NOTE: 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. Apply in 2 or SMP g p p q pp y 2. Upon completion of work, remove all mortar droppings, debris, materials and ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS DA more shakes and float after each shake. Trowel only after final floating tools from site. PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALM TO/25/OS while concrete is still plastic using imprinting tools to make pattern as DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL JO NO. shown on the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY PROCESS. ltreetsca e wax by L.M. Scofield Company using roller or sprayer. If 'Bomocron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and CAD FILE surface is shown on drawin s, a release agent must be applied prior to necessaryincidentals for completion of all carpentry as shown on the drawin s, Galle -Consts ec texturing the concrete. Color curing ccmpound may be optional,as including ut not limited to thepfollowing: p y g APPROVALS THATARE NECESSARY FOR WORK THATDI5 ITO EL SHEET NUMBER indicated on the drawings. PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER A. Materials(b. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, DEPARTMENT'S JURISDICTION. straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, an trowel and edge to on even hard surface. Prior to set, lightly sponge checks. Select grade or better where shown on the drawings. CON57RUC71 ON SPEC I F I GAT 1 ONS OF 55 SHEETS PLAN SET"G" 3-08-10