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Renaissance at the Gallery Models Landscape Plans_1
T 4 REVISIONS RENAISS N E TH E A E YREV. SHT. DESCRIPTION DATE BY 1 v SIANDSCAPE A40-111EM PM TNERS,ING 34197 COAST IjI"WAY,SUITE 200 A C G LL R DANA POINT,CAUFORNIA 92629 (%9)443-14% FAX(9A9)44Mell MODELS LANDSCAPE PLANS �p,NDSCA o d �F,O F ': ►6SE9 dT GN,. Murphy, oq��y 7 Of l ' ' � Signature FL 7-31-10 PALMAq , e2 * Renewal Date DESERT CALIFORNIA __ . Ly UP 3DateO L,,e �TF OF CAUFO�� - APPROVED - SUBMITTED FOR APPROVAL DATE FiNA DSCAPE P CKAGE APPROVED These drawings and/or the DATE accompanying specifications TRACT # 31490DA r B1(' RELEASED FOR BID are the &Murphy LANDSUMAWNAGEtt DATE Inc. and their use and publi- CONSTRUCTION SET ISSUED cation shall be restricted to the DATE 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 AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP C01 6ULTANTS Summers mis rs from Forsum Su & Murphy, Inc.. CERTIFICATE OF PROJECT COMPLETION LANDSCAPE ARCHITECT IRRIGATION CONSULTANT Project Name: Parcel Map or Tract No.: NOTES Project Location: DINAH SHORE DRIVE PROJECT LOCATION 54I r`I'1 PAC I F I G GOA5T H I GHWA`�' 58'750 S CANYON DR. , 5U I TE C SUMMERS / MURPHY PARTNERS, INC. 5WEENEY 14 ASSOCIATES, INC. Maximum water Allowance: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, DANA POINT GAL I FORN I A e1262q MURRI ETA CALIFORNIA. a2655 (In hundred cubic feet) MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL Estimated Total Annual Water Use: CONSTRUCTION ELEMENT5 AS SHOWN ON THE PRAWINC75 AND SPECIFIED PHONE: 014) &A2-44-11 PHONE: (1 1) 461-6850 HEREIN. AVENUE 35 %7 CONTACT: JOE LA500LA FAX: (951 461-6850 (in hundred cubic feet) W Q 2. ALL WORK SHALL BE PERFORMED BY A C-21 CALIFORNIA LICENSED FRF Z Preliminary Project Documentation Submitted: (initials indicates submittal) Z A F� CONTRACTOR. > �R �r CIVIL ENGINEER 1.Grading design plan S. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE GERALD 2. Landscape design plan ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP Oqp M5A CONSULTING, INC. of TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. LLI O,p 54200 BOB HOPE DRIVE H 3. Irrigation design plan Z RANCHO MIRAGE, CALIFORNIA C122-70 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR Lu DR. PHONE: ('160) 520-g811 4. Irrigation schedules Q a Q a a WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES w I_ FAX: (760) 525-7813 Lii Post installation Inspection: (initials indicate completion) AND 5TRUCTURE5. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY biA. Plants installed as specified FOR ALL 005T5 INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF RANCH® WRAGE z PALM o DESERT SAID UTILITIES, INCLUDING DELAY5. 0 � B. Irrigation systems installed as designed O - SHEET INDEX 5. ANY DISGREPANGIES BETWEEN THE FIELD GONDITION5 AND THE CONTRACT FRANK SIN al DRIVE Y Comments: DOCUMENTS AND/OR o THE DESIGN INTENT AFFECTING THE SUCCESSFUL o COMPLETION AND C05T OF THE PROJECT SHALL BE REPORTED TO THE SHEET NO. SHEET DESCRIPTION OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. A copy of this certification has been provided to Owner/Developer and District ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE �O R TITLE SHEET D I5CREPANC I E5 HAVE BEEN R WN RESOLVED BY THE OER (JOB VICINITY M A P Comments: SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY L-2 CONSTRUCTION LAYOUT PLAN CONTINUATION OF WORK PRIOR TO THE RE50LUTION OF DISCREPANCIES IS N.T.S. L-3 CONSTRUCTION DETAILS W AT THE CONTRACTOR'S R15K AND EXPENSE. LOCATION MAP L-4 CONSTRUCTION DETAILS J It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District a and The City of Palm Deserts Landscape and Irrigation Guidlines. ���� L-5 CONSTRUCTION SPECIFICATI NS O L-6 IRRIGATION LAYOUT PLAN 00 Z 00 V Landscape Architect Signature Date License No. MODELS LOCATION >< L-7 IRRIGATION LEGEND, NOTES, CALCULATIONS � C4 ( DIAMETER (33.60) EXISTING SPOT ELEVATION L-8 IRRIGATION DETAILS & CALCULATIONS H � d FF FINISH FLOOR ELEVATION 5S.60 PROPOSED SPOT ELEVATION 3 C C) GF GARAGE FLOOR ELEVATION HT HEIGHT _ L-9 IRRIGATION DETAILS A Oa WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS 11 IN " " "' " In 'p '•' 'u '" ~ a D '_ L-10 IRRIGATION SPECIFICATIONS d � ,» IM s I2 2 3ZI2 TA TOP OF WALL ECR END OF CURB RADIUS c E;o „ „ „ ° A „ " L-11 IRRIGATION SPECIFICATIONS UJ _O THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE TF TOP OF FOOTING ELEVATION TO TOP OF CURB 1•, " ' x ,, L-12 TREE & VINE PLANTING LAYOUT PLAN Z 000 W r B BOTTOM OF WALL BC BOTTOM OF CURB ° KAN IN AY ,, w ., " a a . 3 . cm TS TOP OF STEP EJ EXPAN51 ON JOINT ,,, ,M PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. » ., .. » � m » " �, �° L-13 SHRUB PLANTING LAYOUT PLAN s O � » Y. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER - a p .. L-14 PLANTING DETAILS USAGE AND TH 15 DE51 GN MEETS THE G I TY OF PALM DE5ERT'S WATER USE 55 BOTTOM OF STEP 5J SCORE JOINT 1» +» » Q » ,° REQUIREMENTS. GB CATCH BASIN 5C SAW OUT ,» . �, ,m "' „ °° » L-15 PLANTING SPECIFICATIONS FG FINISH GRADE R RADIUS » ° » "' ' FS FINISH SURFACE ,« 10 » ���•��' REFER TO SHEETS L-7 4 L-S FOR THE C.V.W.D. WATER CONSERVATION RDWD REDWOOD ,w ,» » n n " » » » J CONCEPT STATEMENTS. HP HIGH POINT HDR HEADER LP LOW POINT LA LANDSCAPE ARCHITECT E LAND FL FLOW LINE MIN MINIMUM n Ru E " CITY OF PALM DESERT LANDSCAPE OG ON CENTER MAX MAXIMUM .. ca r__. INSPECTION SCHEDULE GB CATCH BASIN MJ MASTIC JOINT . 17- + �5\ Cps _ M TG TOP OF GRATE ELEVATION TYP TYPICAL » » b =1 » 1° n " H ,� INV INVERT ELEVATION PA PLANTING AREA Y `� IN& M ELEVATION W N P +° J �� ~0. � 1) 5LEEVING / BRAD BB BOND BEAM ELEV O NT5 NOT TO SCALE ' . ' ICY LU a. Sleeve diameter, type depth and location ° ° ° " �_ A ' n _, CL I � b. Soil surface drainage, elevations and trash (including weeds 4 rubble) (f wa ALIGN GEREALD FORD f] �,r� i LU V KEY MAP D !.�' V Z to UJ 2) HAROSCAPE / BOULDERS-GOBBLE ti� N.T.S. DATE: ` a. Sidewalk and wall layout 1.0% GRADIENT IN PERCENTAGE �'9 Z p b. Utilities location ® 'RENAISSANCE' MODELS LOTS c. Boulder type, size, weight and placement 4:1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT < ® 'RENAISSANCE' MODELS PARKING LOT G�1�R141 Z 5) IRRIGATION SYSTEM ROUGH-IN P. RIDGE W J W a. Trench depth O b. Pipe size and class 6B GRADE BREAK U O i 0 W c. Pressure test (125 psi for 6 hours) LOCATION MAP a � 4) PLANT MATERIAL (trees d shrubs) DIRECTION OF FLOW N.T.S. a. Condition SHEET D RIPTI DRAINAGE PIPE PLAN SET 'A' - CITY SUBMITTAL«I b. Type ------- ON BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER PLAN SET S1- GIN SUBMITTAL 2 AND CVWD c. Placement OF SECTION 2cl, TOWNSHIP 4 SOUTH, RANGE 6 EA5T, S.B.M. FAN SET 'C'-CITY SUBMITTAL 05 AND CVWD FINAL PLAN SET C S tET E DRAIN o3-2 ® ATRIUM 9-Io 5) &ROUND COVER (Decomposed granite) DATED: 03-29-10 T e O SMP PLAN CONTR a• L b. Depth and spacing DECK DRAIN DESIGNED 0 TURF DRAIN c. Compaction CITY APPROVAL NOTES SMP DRAWN 6) FINAL NOTE: . These plans have been reviewed by the oachella Valley Water District in SMP a. Irrigation R FOP05ED CONTOUR ANY CHANGE5 TO THE APPROVED PLAN MUST BE SUBMITTD E IN WRITING TO �N A T E R 65597 accordance ordanseq.with Wang efficient itle 7, ision irrigation design design Article cooperation with CHECKED SMP * Valves, boxes and wiring ' Controller era o tion and site s eeifde earl irrigation THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO IN DSTALLATION the local governing agency(City or County). "Approval of this drawing by CVW p p yearly EXISTING CONTOUR staff does not constitute approval to encroach into district and USBR Rights-of-Way. 1/2 DAB 0/10 schedule pp g Y —� NOTE: O Trees,plants,walls,and permanent structure of any kind may not be planted or (required by city of Palm Desert Water Efficient Landscape ( C � �� _ BUILT-UP LANDSCAPE GRADE � S T t G installed in CVWD and USBR easement or ri ht-of-way without first obtaining an JOB NO. 616624 Ordinance) ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS Y g * Sprinkler, bubbler and / or drip emitter type, flow rate and PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ERT'5 encroachment permit from CVWD. - CAD FILE quantity per plant. —DETAIL REFERENCE LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Overall operation DAT R MANAGEMENT SUP VIS SHEET NUMBER � As built —SHEET LOCATION IT 15 THE OWNER'S RE5PON51 B I L I TY TO OBTAIN ANY ADDITIONAL b• Tree staking —SECTION REFERENCE APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE CvwD PLAN# If D vELOPMEN ERv CE SUPERVISOR L 1 c Overall —SHEET LOCATION PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER NOTES'* SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 DEPARTMENT'S JURISDICTION. ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. OF 15 SHEETS L.38693 MAR 2 4. 20,�� PLAN SET ��C�� 3-29-10 i / 54' I 3-8 3-9 S-6 3-10 PRECISE 6RAVIN& PLAN N07E 2-11 24' S-3 S-4 7'-s 2-10 3-6 75' 5' THE PRECISE GRADING PLANS PREPARED BY M5A TIC CON5ULTIN& AN APPROVED BY THE CITY OF 2-6 P,q 13' T_6„ _ a `r S_4 PALM DE5ERT SHALL BE ISSUED TO ALL BIDDERS PA <:.. PA `r co — AN INSTALLING CONTRACTOR(S). THE PRECISE 2-9 - ,cpr N A, — — — N —— — 6RADIN6 PLAN 15 AN INTEGRAL PART OF THESE LMDSCME"���Tom`INC IMP PA ;n / PA �' PA \ LANDSCAPE PLANS, AND INDICATES ALL DAM POINT,CAUFMNIA 2-7 2` �' PA �� ` i `� 1 i — — ——— — — MW COMT HICtIVMAY,YJM 200 NECESSARY FIN15H SURFACE / FIN15H GRADE (949)443-U46 FAX(949)443.101 S-1 ' TYP R3, ,� ELEVATIONS, DRAIN HEAD AN DRAIN LINE �— 2_8 '� 'P / '�' -�' ——— LOCATIONS. ANY V15CREPANCY BETWEEN TH15 \ LANDSCAPE PLAN AN THE PRECISE GRADING NDSC ' PLAN SHALL BE BROUGHT TO THE IMMEDIATE I ATE A/' 0 F �. ::.. Murphy, q,A . P. PA 6 ATTENTION OF THE LANDSCAPE ARCHITECT 4 / do ti a: / PA OWNER. P � P A A cs —�L M \ Signature zn Renewal e i• r.; j 6 j,L ► ': .. d — / i BOULDER ROCK NOTE Date F 0 1 r I p R CA DRY STREAM BED TO BE PA 1 / / '� A COORDINATED WITH DRAINAGE PA i1 : 2-5 f - TYP. a ` v SYSTEM. . r F 3 6 rJ i I � 1 ALL LANDSCAPE BOULDERS TO BE �•, � • ' These drawings and/or the ., 2-'6 t , i ` � 3-5 S_g ` PA ��.�, 4 accompanying specifications ► R11 6' — "DESERT TAN" - CONTRACTOR TO PA f OK \� \ „ are the exclusive property of GREAT ROOM MASTER BEDROOM .ti \ \ r +12 PROVIDE QUANTITIES 4 SIZES AS Forsum/Summers & Murphy, 3' i / i 17-6 � \ \ / / Inc. and their use and publi— / r 3-5 - .:. / NOTED (TOTAL PROJECT): 4 t i �a�z� S g R$ a�. \ / / cation shall be restricted to the f 3 V. , r 4 `' \ \ \ \ l V/ 255�, - 18" DIA. 21� 5" r PA 2_2 \�\. '�� ,/� R « N `� \ 50% — 24" DIA. werorie prepared.nal site fRe useor , repro- m 2-5 a y2� �� MASTER BEDROOM t / / ' ,`�, / 1 25% - 56" DIA. duction or publication by any method, in whole or part, is 3' " DINING % a ��� q ` — prohibited except b written y DINING t P P Y z�, / ALL DRY STREAM BED ROCK TO permission from Forsum/ a� 6REAr Roots PA ► / �\ <, V� S-1 : S_g / ",.3 2' / BE 2" TO 6" D05 RIOS UNLESS Summers & Murphy, Inc. 3 OTHE RISE NOTED. I f v vv NO 1� ► ` �� — �`� , � ALL BOULDERS, ROCK AND S-9 f S-9 j 3-2 \ �� �� r ' \ S'1 �� � PA AGGREGATES ARE AVAILABLE BY c,IEN L. a2, r 1 ��� S-12 � � 5OUTHWE5T BOULDER. .M t ! 2 \ r 1 ' WWW.50UTHWESTBOULDER.GOM ��° � "EQUAL" ' �GONTRAGTOR MAY SUBMIT I I ' PA pq EQUALS MATERIAL SUBSTITUTIONS ►` �� i PAL. FOR LA. TO CONSIDER. �\ XIX t, BEDROOM i ! �\2-3 3-1 s-1 BEDROOMt11 l l l 1 GONTRAGTOR JfV071 Z PA i PA ° PA S-9 ( -J // < / �\ ; 2-7 LOT 67 c , / 3-3 S-1 / ALL HARD5GAPE MATERIALS, COLORS AND I / PA / �j LOT S f a I CONTRACTOR TO VERIFINISHES INDICATED FY WI� OWNER ANDECT TO NGE. W t � .. / PLAN 3S t,: �, �. �� / I I LANDSCAPE ARCHITECT THE FINAL SELECTIONS I r 2_2 pq \ t e, �a; / I PRIOR TO ORDERING. THE LANDSCAPE r \ 1� 3-7 F.F. =6.6-► ' H C S-8 S-6 M`,> . ' - ARCHITECT SHALL BE NOTIFIED OF ANY FIELD Q QQ f 1 1 PE. 226.2 5'., • BEDROOM PA #' " :i PA 3-4 I \ CHAN&ES TO ARCHITECTURAL EXTERIOR5, BOOM S \� ) INTERIOR FLOORING GI4AN&E5, OR HARDSGAPE 2-4 EQ. EQ. ��� z LOT 601 �� CHANGES. 6 6 �5 , PA ►wt bo ` &D P.E.226 i I \ I CONTRACTOR SHALL I LURE IN BID THE `�� I_j L ��i PREPARATION OF CONCRETE \ \ i PA SAMPLES FOR THE LA APE ARCHITECT AN ' ( — \ PA PA — — \ \\ 3`� _ OWNER'S APPROVAL PRIOR TO POUR. PA ` I 1 \tip I �:` \i�. \ l I \ ,:. . ` , i �`1e °.�`Z,�G;„o- v. .a •�,w y PA \ �,G� DEGOI M05W R�tN/TF NO7 E 1 ,Z.7. � \ - . � �. •.F � '.. / \ . . / a + ... r � O RECEIVE 2 THICK GK LAYER A — — 1 / a a, � `/ / ALL SHRUB BEDS T J — _ _ g: \ . / / / PAn PA \ (AFTER COMPACTION) 'DECOMPOSED GRANITE. V y "BRIMSTONE" 11 /PA BRIMSTONE 3/8 MINUS WITH IIAS FINES. Q_ o S-1 — — J — Via:. ' \ '�' " _ AVAILABLE BY SOUTHWE5T BOULDER (760) 542-5522 C� ` M M .m _ WW 2-1 LL BO — — — — -- WWW.SOUTHWESTBOULDER.GOM Z 0 4 BROA BAND — G , S-2 S-1 S-8 S-11 G� VAN GOGH D 4 S-7 S-2 5-10 S-13 S-14 S-9 20' O 5 Z �' S-6 a = 3 o ti z � ° FIN15H 56HE5ULE o N 04. 5/7E IM9ROVEMENT5 / SALE5 OFFICE PLAN 2G / LOT 67 PLAN 5B / LOT 66 SYMBOL DESCRIPTION COLOR /FIN15H/SPECIFICATION DETAIL SYMBOL DESCRIPTION COLOR /P/N/5H/SPECIPICAT/ON DETAIL 5YMBOL 17ESGR/PT/ON COLOR /P/N/SH/SPECIFICATION VL-7A/L W QDPERIMETER / SIDE YARD REFER TO FENCE 1DETAILS ON N/A J FENCING 4 &ATE5. CIVIL ENGINEER'S PLAN CONCRETE DRIVEWAY COLOR: "COACHELLA SAND" SEE DETAIL 2 11 5 3_1 CONCRETE PAVING- WITH 5AWCUT JOINT5 SEE DETAIL 2 4 5 (iD PAVING- WITH DEEP JOINT FINISH: SAND FIN15H # SHEET L-5 O DEEP JOINT 50ORIN& COLOR: DAVIS 'MESA BUFF' SHEET L-5 g_2 TUBULAR STEEL TRAP FENCE 4 PAINT FRAZEE 8'1$5A- IRON HORSE SEE DETAIL 5 SCORING FINISH: SAND = Z MAINTENANCE ACCESS GATES. SHEET L-3 C,ONRE-E PAVING- WITH COLOR: "COACHELLA SAND SEE DETAIL 2 4 5 3-2 CONCRETE STEP COLOR: DAVIS 'MESA BUFF' SEE DETAIL 4 _ 2-2 D>EEP JOINT 5CORED FINISH: SAND FIN15H SHEET L-5 O FINISH: SAND SHEET L-5 ~�- IL S-3 HANDICAP ACCESSIBLE, BY OWNER CONSTRUCTED IN &ARA&E N/A 9 TEMPORARY REST ROOM <W 3-3 DECORATIVE POT FGE6G-Iq AVAILABLE BY N/A W CL U TEMPORARY WOOD SCREEN PAINT FRAZEE 81550 "WILD COUNTRY" SEE DETAIL I 2-3 CONCRETE STEP COLOR: "COACHELLA SAND" SEE DETAIL 4 ARCHITECTURAL POTTERY V V S-4 FENCE (MATCH SALES OFFICE TRIM) SHEET L-3 FINISH: SAND FIN15H SHEET L-5 www.archpot.rom 0 QD COURTYARD WALL PER BU I LD I N& ARC HI TEGT N/A QDCOURTYARD WALL PER BU I LD I N& ARCHITECT N/A u 0 TEMPORARY ASPHALT PARKIN& PAINT MARKINC75 AND SI&NA&E N/A QD LOT 4 ASPHALT WALKWAY. PER LOCAL CODE, QD DECOMPOSED GRANITE "BRIMSTONE" 5/6" MINUS WITH N/A 3-5 STAMPED CONCRETE PAVING 6" GOBBLE STAMP WITH SEE DETAIL 2 5 ZCONTRACTOR TO INCLUDE ALL 11% FINES. STACKED BON PATTERN SHEET L-5 W y d J PARKIN& LOT STRIPPING 4 ADMIXTURE: �j Ir W 4. 5I6NA&E FOR PARKIN& STALLS 2-6 2x4 REDWOOD HEADER 2X4 ON STRAIGHT SECTION N/A ANTIQUE RELEASE: W a O 8 HANDICAP STALLS IX4 DOUBLED ON CURVES REFER TO PLAN FOR PATTERN 5 W O DIRECTION a H� v S-6 LOW BERM WITH I FT. PER PLAN N/A RIVER ROCK 1/4" - 1/2" ARIZONA RIVER ROCK N/RCONTOURS (ED CONCRETE PAYING SAWCUT JOINTS SEE DETAIL 2 4 3 (�D COLOR: MESA BEIGE SHEET L-5 HE D IPTI N REFER R NOTE ABOUT ROCK N/A CONCRETE STEPPER COLOR: "COACHELLA SAND N/A S_7 LANDSCAPE BOULDERS BOULDERS ON THIS SHEET. 2_g FINISH: SAND FINISH FINISH: SAND CONSTRUCTION PLAN S_8 TEMPORARY CONCRETE COLOR: NATURAL &RAY SEE DETAIL 2 4 5 CONCRETE STEPS COLOR: "COACHELLA SAND" SEE DETAIL 4 3-7 DECORATIVE PEBBLE 5/6" MOJAVE N/A O PAYING FIN15H: SAND SHEET L-3 2-9 FINISH: SAND FINISH SHEET L-3 DESIGNED SMP S_g DRY STREAM BED WITH REFER TO NOTE ABOUT ROCK 4 N/A 3-8 DECORATIVE POTS F& E&& 51- BLACK OR OTHER N/A DRAWN O BOULDER ACCENTS BOULDERS ON THIS SHEET. 2_10 SUNKEN FIRE RING COLOR: COACHELLA SAND" N/A TO MATCH INTERIOR O SMP S-10 TEMPORARY SALES OFFICE BY ARCHITECT N/A FINISH: SAND FINISH 3-9 DECCO PEBBLE RAKED CRIVIA N/A CHECKED O SMP OVERHEAD STRUCTURE 2-11 SCULPTURAL PLANT GARDEN PER SHRUB PLANTING PLAN SEE SHEET DATE 1/20/10 TEMPORARY MODELS BY OWNER N/A L-15 3-10 ROUND BENDER BOARD N/A SEE DETAIL 4 JOB NO. S-11 PARKIN& SI&N OR EQUAL SHEET L-4 616624 D FILE OS-12 AIR CONDITIONER UNIT BY OTHERS N/A SCALE: III _ I O I SHE SHEET NUMBER S-13 HOUSE WATER METER BY OTHER5- REFER TO CIVIL PLAN N/A LOCATION Lm2 OS-14 TRANSFORMER BY OTHER5- REFER TO CIVIL PLAN N/A NORTH r r O 10 20 30 40 OF 15 SHEETS PLAN SET"C" 3-29-10 8'-O" O.G. MAX. N O 5 3 I A 6 4 2 6 N 4 [ANDSUMMSCERSJI ARCHITECTS INC 34W COAST HIGHWAY,SUITE zoo T� DANA POINT,CAIIFORNIA 92629 3 MIN. • ° - (%9)443-U4 FAX(%9)443-" � � � � ° 4 - o a - _ , �p,NDSCgp w � a° :.I I III I - C7 (V. . i. ° O 0�00 � , 0 0 w a _ 8 � I _ �00 I SECTION VIEW 7931t 10 Renewal e a I I 3-I-10 � p 0 0 = I 0F \P - - 0 D 0 �, I o 0 0 O o11 8 1. POLYSTYRENE JOINT GAP OVER 5. 5/4" DEEP X 5/5" WIDE (MAX.) FRONT ELEVATION NOTES: ALIF��� =_ �I I ' EXPANSION BOARD. REMOVE TOOLED SCORE JOINT WITH = I TOP OF JOINT GAP PRIOR TO I/4" RADIUS EDGES WHERE 1/2 11 _- 11-0 II SUBCONTRACTOR SHALL DELIVER TO These drawings and/or the i Q GAULKIN6. (SEE NOTE) OCCURS - REFER TO 51 TE ALL MATERIALS REQU I RED TO are the exclusive property of CONSTRUCTION PLAN CONSTRUCT WOOD FENCES AND 6ATE5. Forsum/summers & Murphy, 2. 5/8 WIDE FULL DEPTH ASPHALT I SUBCONTRACTOR'5 VEHICLES WILL Inc. and their use and to the 5ATURATED FIBER EXPAN51 ON cation shall be restricted to the 6. REINFORCING STEEL - REFER GROSS SIDEWALKS AND CURBS AT original site for which they repro- BOARD TO 50 I LS ENGINEER'S were prepared. Re-use, repro- 3. I/4" RADIUS - ALL EDGES SPECIFICATIONS FOR 51 ZE DESIGNATED AREAS ONLY AND WILL BE method,duction �n whole or 2 RE5PON51BLE FOR ANY BREAKAGES IF publication a any AND LOCATIONS p p y part, is prohibited except b written HE GRO55E5 NON-DE516NATED AREAS. permission from Forsum/ 4. CONCRETE PAYING - REFER TO summers & Murphy, Inc. �. COMPACTED 5UB&RADE FINISH SCHEDULE REFER TO 501 LS REPORT 3 ALL WOOD WILL BE CONSISTENT IN 1. #5 NOSE BAR 6. 45 DEGREE GANTEL I VER. COLOR AND GRADE - IF NOT, IT WILL 2. EXPAN5ION JOINT - REFER CONTRACTOR TO SUBMIT 8. AGGREGATE BASE - REFER TO BE REPLACED AT 5UBGONTRACTOR'S SOILS REPORT 4 EXPENSE. TO DETAIL SAMPLE OF FOAM FORM NOTE 3. REFER TO GRADING PLAN FOR LAND50APE ARCHITECT ALL FENCES TO BE INSTALLED IN A FOR NUMBER OF RISERS APPOVAL. • APPLY 1/2" DEEP JOINT SEALANT (GAULKIN6) INTO GROOVE. SAND 5TRA 16HT LINE FROM PROPERTY P I N 4. CONCRETE PAVING (SEE '7. STEEL - REFER TO 501 LS IN WITH #60 51 L I GA SAND. MATCH COLOR OF PAV I N W 6. TO PROPERTY PIN (OR OCHER DE516- 5 FINISH SCHEDULE) REPORT 0 EXPANS I ON JO I NT5 I N WALKS TO OCCUR AT CHANGE I N D I RECT I ON -HATED POINT). NO FENCE LINE SHALL 5. CONCRETE PAVING (5EE AND WHERE NEW CONCRETE PAVING ABUTS EX 15T I N6 51 DEWALK5 WEAVE OR BOW MORE THAN 5/4". 8. COMPACTED 5UB-GRADE AND/OR CURBS. EXPANS I ON JO I NTS I N WALKS RECOMMENDED 5PAC I N6 FINISH SCHEDULE q. SUB-BASE MATERIAL - 15 16 W O.G. FOR CONTINUOUS ALK5 UNLE55 OTHERW 15E RECOMMENDED 1. 2 X 6 GAP O REFER TO SOILS REPORT BY PROJECT SOILS ENGINEER. - 5E G T 10 N • REFER TO 50I LS EN61 NEER'5 REPORT FOR MINIMUM THICKNESS OF 2. 1/2 X 4 TRIM (TOP AND 11 _ 1 1_O 11 CONCRETE AND RE I NFORG I N6 STEEL SIZE. dJ BOTTOM) UJI Q 2 3. 2 X 4 5TRIN&ER (TOP AND BOTTOM) 3 4. 4 X 4 REDWOOD OR CEDAR �I I I JOINT I POST 0 8'-0" O.C. - TO BE OO I `�0RFTE STEP 2 EXFA I S I O I �l .JO I I �tT - LOCATED AT OP AND TOE m 6 OF SLOPE WHERE OCCURS 5. 1 X 6, #1 6 RADA CEDAR VERTICAL BO RD5 = (BUTT JOINTED W J 6. FINISH GRADE =1 I LL z cm 2 zo ry _ I _ '7. CONCRETE FOQTIN6 O Ocm 8. COMPACTED B6RADE 00 3 n 3 _ I a _ O � d 1 q. GRAVEL BASE ° = o p ti W 4 L! L 0 2 _ _� -1 % q coO � � � 5 III- o � N v 3 8 FENCE SECTION • a • 6 1 II 1 I_O II m 4 •_• q 12" DIA. MIN. W 5 �IIIII�I�I► _ _j _ J I S a v g to FOOTING AT CONCRETE I= I o 0 0 0 op a Q o0 0 0 0 0o V y ELEVATION I -1 1= I lNOO � SCREEN FEN GF =g j L _ 1 1° - - I = 1 - = 1 = 1 = 11= �aU. 1/2 - I -O �_ <W 3 I - _� _ -� U CL I. 1" TALL X 1-1/2" WIDE TUBULAR '7. METAL 'L' BRACKET. BOLT I ' '-III _ I I l- V V STEEL TOP AND BOTTOM RAILS THROUGH P05T WITH (2) BOLTS, 2 MOUNT TO CONCRETE WITH (2) co th SGTION 8 yco th 2. I" SQ. TUBULAR STEEL MID RAIL BOLTS AND FOR-ROK OR m ,q. II _ I II q C0g I - I -O 3. 2 APPROVED EQUAL. SET SQUARE TUBULAR STEEL PERPENDICULAR TO FENCE. _ zy d P05T a 8 -O O.G. - 5 W J 8. DECORATIVE COVER PLATE m 1. FINISH GRADE '7. 5UB-BASE MATERIAL REFER W o 4. 5/8" SQ. TUBULAR STEEL OVER BRACKET 2. I/4 RADIUS ALL ED6E5 TO SOILS REPORT � Ul =p VERTICALS a 5 O.G. WITH III- 5/8 DECORATIVE ARCHES q. CONCRETE PAV I NG = 3. CONCRETE PAVING REFER TO 8. COMPACTED 5U56RADE AS SHOWN FIN15H 50HEDULE q. I" MINIMUM, 2" AT TURF AREAS 10. 5/8" SC,2. TUBULAR STEEL ( ;r:: �:�.: I I HE D RIPTI N 5. FINISH GRADE 5" DIA, CIRCLES _ 4. 5/4" DEEP X 3/8" WIDE (MAX.) Ile -I I- TOOLED 5GOE JOINT / 1/4 CONSTRUCTION (6. CONCRETE FOOTING DETAILS NOTE: RADIUS EDGES WHERE OCCURS.REFER TO CONSTRUCTION PLAN. NOTE: ALL WEL.D5 TO BE CONTINUOUS q NOTE: DEED ACCESS GATES TO BE CONSTRUCTED AND GROUND SMOOTH, PRIME SECTIONS 5. REINFORCING STEEL - REFER SNIP TO ME LOCAL FIRE DEPARTMENT AND PAINT (2) GOATS (SEE 11 - TO 50I L5 REPORT REFER TO SOILS EN&I NEER'5 DRAWN CODES AND REQUIREMENTS FIN15H SCHEDULE FOR COLOR) I - I -O REPORT FOR MIN. THICKNESS SNIP 6. EXPAN51 ON JO I NT - REFER TO OF CONCRETE AND SIZE OF CHECKED SMP DETAIL , THIS SHEET RE I NFORC I N6 STEEL. DATE I/20/10 JOB NO. 616624 CAD RLE SHEET NUMBER Lm3 5 TRAF FENGE 5 GONGRETE FD&E I OF 15 SHEETS PLAN SET "C" 3-29-10 SUMMERS/MURPIiY&PARTNERS,INC LANDSCAPE ARCHITECTS 34W COAST NK24WAY,SUITE 200 DANA POINT,CALIFORNIA 9MO WIDTH VARIES (949)443.1446 FAX(949)443.E Q 5EE CONSTRUCTION PLAN Q) 2 1 3 5 I Q ' F,� N. Murp Fq M \,p,ND SCgp I I � �� c M by 'Qc oti LEGEND Q 2 Signature lGL 7-31-10 cf) ch m InRenewal Date x 4 ON STRAIGHT SECTION N (L (2) 1/2 x 4 FOR GURVE5 X �qTF 3- QG III=III=I I I=I I I=III=III=�I of cAUF� (4) 1/4 x 4 FOR TIGHT CURVES AS REQUIRED w —III— I( 111=I I =III—III—III— 2. FIN 15H GRADE - PLANTING AREA W 1 TH FILTER _ -III—III—I III—III=I I El I—I I FABRICS AND 3_ OF MULCH I= I — Q — These drawings and/or the —III—III III—III—III=1 I I=1 I- w _ III=III=1 ==III=III—III— 5. FIN15H GRADE GRAVEL AREA m _ — _=I j — _ - accompanying specifications - - - - - — I I—I I I—I I I —1 I I-1 I 1=IIII I = 4. 2 x 2 x IS REDWOOD STAKE ® 56 O.G. I —I I =_ __— I — I — I are the exclusive property of III—III—I III—III—III _ I (ALTERNATE 2 X 4 X IS REDWOOD STAKE 48 O.G.) _ FT = I Forsum/Summers & Murphy, Inc. and their use and publi- —I II—I II —III= —III—III— 5. FILTER FABRIC —I — = I- cation shall be restricted to the __�rffI I-I i I-I I -1 = I - - 11�111= 1= 11 1 = I 1 1 -=1 11 — —I I— I I werorie prepared.nal site fRe use, reproor which - —III—III — —III—III—III—III— I j i-I i —� duction or publication by any =III=III= =III-III=III=III—III—II I =1 =1 =1 = I I = =I =III=) 1=1 I I=III -I 1 I 1 1- method, in whole or part, is _=III =III=III=III=III 4 5 prohibited except by written permission from Forsum/ _II—III—I III—III—III—III— C..• E TIO I 4 Summers & Murphy, Inc. I�Ed =III-1I1—II1=1II NOTES: �/ �l =III—III—I ElII—III—III—III— • WOOD SHALL. BE ROUGH CONSTRUCTION HEART REDWOOD I II = I I—Q Il 3 �—III—III— I I=III—III—III=III—III • NAILS AT 5TAKF-5 SHALL BE I&D GALV. COMMON (2) PER III,;,III;,III,;,III,;,III,;lII;,III,;III; STAKE MINIMUM SECTION SECTION VIEW • NAILS AT 5PLIGE5 SHALL BE SD GALV. COMMON NOT TO 50ALE SCALE: 5" = 1'-0" I. LANDSCAPE BOULDER - REFER TO FINISH SCHEDULE, 2. F I NAL GRADE I. LANDSCAPE BOULDER, TYP. (SEE 5. COMPACTED 5U06RADE 5. COMPACTED 51JI FINISH SCHEDULE)BGRADE 4. REFER TO GRADING PLAN 0 2. DECORATIVE ROCK FOR DRAIN LOCATIONS (SEE FIN 15H SCHEDULE) oc UJI RED1nl00D HEADER 5 SOUL :;)E IN LANZDSr_...,AFE I DR%r STREAM 5ED W I TH SOUL_DE Ix Uj Z3C.4 0O � 0 � oC 0 Q = 3z � PER PLAN08 a0 4' O d N V J. 6 4 3 2 1 9 } W J J fl fl o4D W V� :5pp ......... .... .... �a g W 100, Z 7 1= 1= 1= I = I = o SEGTION II= I- 11- = 11-�_ I I - 1 - 1 1= � � — II1 = 1 II11 = 11; I ' �g 1 •• = 1 -oil _ 7 z 11 I 1 I 1 I 1 ;I I— y =III I II 1 b CC W c III III ( I I II I ( -- II III 6 8 o wo 5 CL H2 L E6END SHEET DESCRIPTION 1. GA5 FILAMENT 6. DECOMPOSED GRANITE CONSTRUCTION 2. GLASS FIREGHIPS DETAILS'7, ADJACENT STEPS 5. FIREBRICK REFER TO DETAIL 4 SHEET L-5 DESIGNED 4. CONTROL VALVE 5. COMPACTED 5UB-6RADE SMP DRAWN 5. GASS FEED LINE SNIPa. FOUR-IN-PLACE REINFORCED CONCRETE CHECKED SMP DATE 1/20/10 )OB NO. 616624 GAD RLE SHEET NUMBER L-4 4 F I fi'EFL_AGE AT PLAN 2 G of 15 SHEETS PLAN SET"C" 3-29-10 I. GENERAL 4. Compaction - Compaction by tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Wostern Red Cedar or as shown on the drawings. eight inches in loose depth with each layer thoroughly compacted botwoon. Alternate method, after initial set, surface to be washed with a diluted A. Contractual Relationship solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Plates and other at-grado connections to be Redwood, Wostorn Red In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing Surface must be continuously Hot to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure G. Glean-U 4. Hardwaro - column bases - 'Simpson Strong Tie' or equal. Post caps and or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. p strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles - errors. I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails,bolts, and Has ors. All 2. The piping systems shall bo flushed and cleaned prior to connecting to site. hardwaro material to be galvanized. B. Errors or Conflicts existing drain line, catch basin or storm drain systems. V. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings. If any errors or conflicts are discovered in the plans or notes, they shall be NC interpreted so as to accomplish the real purpose of those plans and notes. 3. Upon completion of work, remove debris, tools and surplus material from site. Scope of Work - Provide all labor, materials, tools, equipment, transportation and b. Concrete - Glass A minimum 2,000 P51 at 28 days. LANDSCAPE SUMMEItSIc,11TEHY C�TM�'� p p p necessary incidentals for the completion of al I block masonry as shown on the 34W COAST HIGMAY,sum zoo drawin s, including but not limited to the fol lowin DANIA PONT,CAUFORNIA 92M G. Additions, Deviations and Alterations g g g` B. Rou h Carpentry (949)443-U46 FAX(949)443-%M IV. CONCRETE I. Set all posts, booms, rails and framing plumb and true to line as shown on No deviations or alterations from the plans and specifications will be permitted Scope of work - Provide all labor, materials, tools, equipment, transportation and A. Materials H g p unless authorized b the Owner or the Landscape Architect. Should deviation necossar incidentals for the completion of all concrete flatwork as shown on the the drawings. y P y p I. Slump block units meeting grade A, ASTM G-90, concrete block units Grade from plans and notes become necessary due to conflicting site conditions, OHnor drawings including but not limited to the following: A, A5TM C-clo. 2. Connections - make all connections as shown on the drawings.5plice lumber NDSCgp and Landscape Architect shall approve in advance any such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. M. Murphl,Fq,Q additional work will be authorized without the express written authorization from A. Materials 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or 11, ��" do �y the Owner. I. Cement - 5tandard Portland Cement, per designation 0-150 of the A5TM low alkali. 3. Ease all top edges of exposed lumber for bench tops, IoH walls, etc., > �k Type 11, ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's whore surface contact is provided. D. Interpretation Report for Recommendations. 3. Sand - Glean, well graded A5TM designation C-144. gnature P g g 4. Post base - set post column base as shown on drawings, providing minimum 7-31-10 The Contractor shall comply with the obvious intent and moaning of these plans 2, Aggregate - A5TM ecification C-55 5/4" maximum size. Decorative I" clear all sides from finished post base to top of paving. Renewal e and specifications which shall be construed to include all labor, material, tools aggregates g So 4. Water - Water used shall be of potable quality. * 3-I-lo aggregates or pea rock as shown on drawings. Fine natural sand, well graded 5. Countersink nails and bolts in all locations where surface contact Is sT oote �P and equipment necessary to complete the work specified herein in a conforming to A5TM C-144. 5. Steel - Reinforced steel for wall to be erode 40 deformed bars A5TM provided, i.e., bench top etc. grF�F CAL1F��� workmanlike manner in strict accordance with plans and notes. Should any designation A-165. questions oriso as to the intent and interpretation of these plans and notes, 3. Water - Water used shall be of potable quality. C. Painting and Stain Contractor shall refer to Owner and Landscape Architect whose decision (b. Concrete - Glass A concrete minimum 2,000 P51 at 28 days. I. Fill all seams and cracks with Latex caulk and/or wood dough to insure on thereon shall be final. 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM 1• Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, These drawings and/or the g 1/2 part lime putty, 4-1/4 parts sand, conforming to A5TM C-210. Omit lime 2. Sand smooth all exposed surfaces is specified as 545. accompanying specifications E. Observation and Rejection of Materials and Workmanship A-4416, size Hhore shown on drawings. putty if plastic cement is used. are the exclusive property of All materials and Horkmanshi furnished or performed Contractor shall be Forsum/summers and Murphy, P p by 3. Prime all painted surfaces with one .coat primer. Inc. and their use and publi- sublect to final observation and acceptance by OHnor and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts cation shall be restricted to the upon completion of all contract work whothe3r previously paid for or not. At any on the drawings. sand, 2 parts poo gravel. 4. Paint with minimum two finish coats for painted surfaces. original site for which they and all times during the performance of this contract, Contractor shall make were prepared. Re-use, repro- &. Control Joints - 5oH cut joint 1/4 of slab thickness. Hand tooled score Joints B. La Ing of Masonry S. Stain with minimum two finish coats for stain surfaces. duction or publication by any available for observation, test and approval, materials and Horkmanship. Failure method, in whole or part, is I/4 deep minimum whore shown on the drawings. I. ay all masonry straight and true to line with vertical Joints plumb over each prohibited except b written of such observers to make observation, tests or approvals shall not prejudice other. Horizontal oinfs shall be level. Headers and corner units to show D. Protection and Cleanup p p y permission from Forsum/ the right of Landscape Architect or Owner on final observation. Contractor ?. Gold Joints - Butt type, butt type with dowels. 5creed key joint as indicated finished faces Hhore exposed. Joints and bond pattern to be as shown on 1. Protect all existing work from paint overspray. Summers & Murphy, Inc. shall promptly replace any and all material, workmanship and equipment Hhich on the drawings. the drawings. 2. Upon completion of work, remove all scrap wood, debris, materials and does not conform to the plans and notes. All materials used on this contract C. Reinforcing tools from site. shall be new and the best marked quality unless specified otherwise. 8. Joint Sealant - Two parts Polysulf(de sealant as manufactured by Thiokol, I. All bars In masonry shall be lapped o minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size os wall reinforcin Refer to VIII. Metal Work F. Samples 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 When so required by the OHnor or Landscape Architect, Contractor shall submit and necessary incidentals for completion of all metal work where shown on the for approval samples of the various materials, and specify finish thereon. 9. Curing Material - Hunts process Mr77C. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: conditioned concrete by L.M. Scofield, in matching color of concrete as 1. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials 6. Local Codes indicated on the drawings. I. Steel tubing in sizes shown on the drawin s A5TM designation 500 and/or E. broutin of Masonry g g g All construction shall conform to all local building codes and ordinances. It is I. Groutt all cells Hith vertical steel solid as shown on the drawin s. hand forged, cold rolled wrought iron in size's as shown on the drawings. Contractor's responsibility to verify all codes prior to commencing work. 10. Color Conditioned Concrete - 'Ghromix' admixtures for integral colored 9 concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. 2. Hardwaro - hinges, latches, bolts, Hashors, ocrews, etc., to be heavy duty. H. Utilities I1. Dust-On Color - 'Lithochrome' color hardener L.M. Scofield Company. 3. Concrete Glass A concrete minimum 2,000 P51 at 28 days and/or Z Contractor shall be responsible for verifying the location of all underground 3. Provide minimum 5/4 between steel reinforcing and blocks. 'Por-Rock' as shown on the drawings. O utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any 12. Surface Retardant - 'Lithotex' top surface retarder as manufactured by 'Rustoleum' finish surface coats or equal. `" construction. F. Weepholes 4. Paint - Zinc Chromate primer, L.M. Scofield Company, or 51ka surface retardant or Rugesol as I. Open Joint weep holes at 32" O.G. maximum on bottom course of retaining 'Motalizing' or galvanizing or powder coating if shown on the drawings. manufactured by Sika Corporation. walls with I cubic foot gravel if shown on drawings or approved drainage I. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation Contractor shall thoroughly clean and keep free of debris and Hosto material B. 5ubgrade I. Contractor shall make all measurement for fabrication in field prior to 0 entire construction area to the satisfaction, of the Owner. I. &rode all subgrodes to o uniform depth and compaction. Moisten all 6. Expansion Joints starting work. subgrodes prior to pouring of concrete. I. Provide vertical expansion Joints In wall per local code and Structural J. 6oneral 2. Gut all footings in undisturbed or compacted soil. Engineer's specifications. 2. Horizontal bars to taper with grade or stop with grade as shown on the drawings. Vertical bars to be plumb. The general conditions and any special conditions that Owner may require shall 3. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing apply with the some force and effect as though written in full herein for all by a Soils Engineer. 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. C. Welding construction sections. I. Welding to comply with the requirements of standard code for ARC, and C. Forms I. Gleaning gas welding. II. 51TE EXCAVATION AND ROUGH &RADiNb I. Use only finished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. 2. Held to only clean, rust-free surface. Scope of Work - Provide all labor, materials, tools, equipment, transportation and y necessary incidentals for the completion of all clearing, stripping, excavating, 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 3. All Holds to be continuous and free of cracks, craters and porosity. Tack backfilling, grading and related work as shown on the drawings, including but not release agents. welds not acceptable. limited to the following: VI. BRICK MASONRY D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 4. 6rind smooth all exposed Holds, match adjoining surfaces. A. Protection of all curbs, walks, Halls, structures and other existing work which is I. Place expansion Joints in concrete at Intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on W to remain. structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: 5. Plug all open ends and tops, and weld. V the drawings. D. Painting Q B. Clearing and stripping site of brush, debris and other foreign materials as A. Materials I. Prime all metal work with one coat Zinc Chromate primer. V 2. Place control point in concrete not to exceed a horizontal spacing as outlined in the drawings. I. Brick or stone conforming to A5TM A-62 grade MA as shown on the draHings. Z a0 specified by a soils engineer. 2. Paint all metal work with 2 coats 'Rustoleum!' in semi-gloss or flat as shown N C. Excavation for all foundations and footings to the dimension and depth shown on 2. Cement - Standard Portland Cement ASTM designation 0-150, Type 11, 111, or on the drawings. Paint to be 4 mils minimum dry thickness each. O 0) 9 P 3. Place construction points in concrete where casting on concrete is to be V low alkali single brand throughout. Refer to Soils Engineer's report for p � the drawings. Bottoms of excavations shall be smooth and level. All loose stopped and subsequent casting is to be started. g g g p 3. Prime and paint per above, all field welds. O 0 material shall be removed therefrom. recommendations. E. Concrete E. Protection and Cleanup 3 Z th -s shall be watered and compacted to a relative compaction of 415%. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3• Sand - Glean, well graded A5TM designation 0-144. I. Protect all existing work from paint oversprlay. W O N and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 4. Water - Water used shall be of potable quality. 2. Obtain Fire permit where required for on-sit.& Holding. N W I�p 28 days. Compressive strengths are to be determined in accordance Hith O N 01 D uniform and smooth prior to placement of base material. A5TM C-341. The slump shall not exceed 4". 5. Steel - Reinforced steel for walls to be 6rodo 40 deformed bars A5TM 3. Upon completion of work, remove all scrap iron, debris, materials and designation A-165. tools from site. F. Bockfilling of all excovat 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be accordance with the requirement of 5tandard Specifications for ready mixed b. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, >_ in acts Lance with Engineer's specifications., concrete A5TM C-c14. 1/2 part lime putty, 3 parts sand, conforming to ASTM C-2'10. Omit lime putty W P g p if plastic cement is used. W F. Concrete Finishing J e. Grading of areas indicated in the drawings including bringing existing grades to I. Broom Finish - Tamp fresh concrete with heavy metal grid. 5creed Hith straight 1. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, within 1/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all irregularities. Float to a smooth surface, steel trowol, 3 parts sand or I part cement, 3 parts sand and2 parts pea gravel. 0) and edge to an even hard surface. Score as indicated on drawings. Use a B. Laying of Brick W Z :5H. Stockpiling of excavation material or import top soil fill and sand shall be as new manila hemp bristle broom. Brush markings on slab in uniform fashion as I. ay all masonry straight and true to Ilne with brick vertical Joints plumb over 25 ZZ outlined on the draHings or as approved by Landscape Architect. shown on the drawings. , each other. Horizontal Joints shall be level. Headers and corner units to shoes a O finished faces where exposed. Joints and bond pattern to be as shown on H M. 1. Glean u and remove all debris and surplus material and remove from site. 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. 5creed with the drawin s. p p g CONTRACTOR QUALIFICATION NOTE: <W straight edge to remove all irregularities. Float to a smooth surface, stool ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 W CL V trowel and edge to on even hard surface. Score as indicated on drawings. C. Reinforcing ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-8 UJ V 111. DRAINAGE Hand broadcast rock salt in even distribution and tamp in. Wash off concrete 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels ALL CONCRETE CONTRACTORS CONTRACTORS SHALL BEG ALIFO NI LICENSED G-29 Z0 W Scope of Work - Provide all labor, materials, tools, equipment, transportation and with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sixes and locations. OZ necessary incidentals for the completion of all drainage systems as shown on the 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. 0):5drawings, Including but not limited to the following: Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry a surface, steel trowol and ode to an even hard surface. I surface 1. Use masonry saw for brick cuts unless specified otherwiso. Bricks cut less ZC A. Materials retardant to finished surface prior to initial set per manufacturer's than 1/2 length shall not be used. Stone to be cut with chisel and hammer. W J IL I. Acrylonite Butolene - Styrene (ASS) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry cc FaO non-perforated In diameters shown on the drawings. RoveaI aggregate by using Hater jet and coarse fiber brush to remove 1. 6rou-t core walls solid as shown on the drawings. LU O retardant posto from surface, washing thoroughly until surface is clean and AL_ _ 2. Basins and Drains - High Impact plastic Styrene drain basins, catch basins exposure is complete and uniform. 2. Provide minimum of 2-1/2" grout space botwoon double brick Halls. Provide CL V with grates, high impact plastic Styrene deck drains, and/or precast concrete minimum 3/4" b&tweon steel reinforcing and brick. drain box and catch basins and cast iron grate in diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. SHEET DESCRIFF10N shown on the drawings. Stainless steel or brass deck drains in hardscape as 5creed with straight edge to remove all irregularities. Float to o smooth H. Waterproof in I. Water roo� all retaining Halls below rode with as halt emulsion, or other as CONSTRUCTION shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone s ectf�ed Soils Engineer. g p SPECIFICATIONS 1/2" minimum from edges and expansion Joints. Tamp aggregate to a uniform p 9 depth below concrete surface. B. Trenching and Laying Pipe I. Cleaning and Scaling I. Trenches to pitch a minimum of 1/8" per foot unless otherwise indicated on the 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. 5creed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution DESIGNED drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear soalor to exposed surfaces if shown SMP excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the drg shake on the draHings. DRAWN method usin a minimum of 60 pounds per 100 square feet. I In 2 or SMP g p p q Apply 2. Upon completion of work, remove all mortar droppings, debris, materials and CHECKED 2. Bottom of trench shall be smooth and continuous to fioH direction. A hollow more shakes and float after each shake. Trowel only after final floating tools from site. SMP shall be made to receive bell of pipe so the joint Hill not boar upon the while concrete is still plastic using imprinting tools to make pattern as DATE subgrade. Adjustments to line and grades shall be made by scraping away or shown on the drawings. Apply color curing compound 'Llthochrome' color VI 1. CARPENTRY 1/20/10 filling in with backfill under the base of the pipe and not by wedging or wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and JOB. NO. blockin surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, 616624 g. texturing the concrete. Color curing compound may be optional, as including but not limited to the following: CAD RLE 3. Trench material shall be used for backfill. However, no rocks or lumps indicated on the draHings. A. Materials SHEET NUMBER shall be used. Welded Joints shall be given at least 15 minutes setup b. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides Hhere shown on the drawings, before handling. Above the level of initial backfill, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, and backfilled with trench material. trowel and edge to an even hard surface. Prior to set, lightly sponge chocks. Select grade or better where shown on the drawings. L�5 C..,ONSTRUC.,T I ON SFEC I F I CAT I OBIS OF 15 SHEErS PLAN SET "C" 3-29-10 .......................................... . . ........ . .. ........ ............................... ................ ............. ............... ........................ ........................ ................... ............................. ..................................... ...................................... ........... ........................... .......... .... .....3/411 ........................... l ... ...................................3/4" SUMMERS/MURPHY&PARTNERS,INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 3/4" DANA POINT,CALIFORNIA 92629 (949)443-1446 FAX(949)443-1631 X 3 > 3 4---------- ...............................................-- - ----------- ...........................................................................> .......................................... ....................................................................... DSC,4p k!D........... ........................................................................01 I > o)ff,�'.......... 0>> Signatur 3/4" 3/4 ........... .......... 3 7-31-10 102E Renewal ................. ............................................................................................... 5-1-10 Date V 77----------3/4 ....... CA ........... 1/4'............... .......... ...................................................................................................----------..... ................ These drawings and/or the accompanying specifications are the exclusive property of nc. an e r use an pu Forsum/Summers & Murphy, cation shall be restricted to the 144E original site for which they .......... ..............................................................................................................................m2 -use, repro- were prepared. Re �A. method, in whole or part, is duction or publication by any 5 6 1 1/4� 3................. prohibited except by written permission from Forsum/ 3 4" 4 82E L 62E Summers & Murphy, Inc. ........... .............. ........................................................................................................... .. ............... 2 -3/4"'.......................................... II.......... ............ 2 2 ........................111E 3; ...................................... . ...... .... .......... .....................................................4 MENT 3/4"............... . ... /4" 12",. ........ (�4 MAINLINE AND RELATED EQUIP SHOWNWITHIN PAVING FOR CLARITY........... ........................................ ...... ................................................................... ...................................................................... 3. . . ....... ......... 78E ONLY. ACTUAL LOCATION OF 1 4" 2 MAINLINE AND RELATED EQUIPMENT 2 ;`TO BE WITHIN PLANTER AND A 6 3/4" f; IRRIGATION CONTROLLE FOR LOT 69 TO Bff�.......... MINIMUM OF 18" OFF ADJACENT INSTALLED WITHIN GARAGE OF LOT 68 UNTIL TIME 3 102E z H ARDSCAPE OR BUILDING AND N 2 0 OF FINAL BUILD-OUT. REFER TO NOTEWBELOW fl-4........... .... OTHER OBSTACLES TYP............ ........................................................... HC.............. ....................................................... ................ ........................ .................................. [<I<I< �ill 1/4 .......... ..... ........ ............. ................................................................................................ ..... . 3/4"..................... .......... ..............k c - . . ;6 ............... ........... .....3/4'% .......... .................. ...... ............... ................ ... 3/4".......... . . ....... ...... . ....e, 3/4 ...........3,4 3/4". ....................... . .................. ...................... \ : I..-, : " . 1. /� % -.1 .......... ........................................ F -.......... X - : . P I I........... Uj ........... ............................. -314'!-,..................... -------- ......... .. ..... ................ ................ ....... ................... . ................................... . ................................... ............................ ................................... ...... ................. : I 0 Go ............ . ........ ........ ------------ ................. 00 ................................ --------...................... ........ ....................... .......... ................... ............. Z ............ .............................................................. 0 0 0) ----- ...... -------- ................... . .............................VA............. ............ .............. ........... .............................. to ............................. AN............ ......................... ........................ TY LINES AND EQUIPMENT, VERIFY LOCATION AND DEPTH PRIOR TO STARTING 0) 0 DRY'UTILI.......................... A- -ICALLY AND IS NOT ..................... 3ro z WORK. ADJACENT IRRIGATION EQUIPMENT IS SHOW. N..DIAGRAMM T ..................... LU 62 0. .... . .................. ........... -NECTE TO, OR BE IN CONFLICT WITH, THESE UTILITIES, TYPICAL. ...... .....................INTENDED TO-BECON X.. ...... ... . . . ................................. �. .................................... .. ... . . ........... D 0 z 00 10 C'4 0 0 CITY OF PALM DESERT W INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM Co W Z :9 DESERT'S INSPECT16N SCHEDULE. z CL 0 LL NOTE: <W ANY CHANGES TO THE APPROVED PLAN MUST BE CL W<SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION z Cal Uj Cj)Z LU NOTE: C*I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND z ca HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF Uj_j Cr LU CO UL WATER IN THE IRRIGATION DESIGN PLAN. LU,310 =0 NOTE:1SA18TK10 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT SHEET DESCRIPTION NOTE A: sweeney + associates STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR IRRIGATION DESIGN AND CONSULTING SECOND CONTROLLER SHALL BE INSTALLED WITHIN GARAGE FOR ADJACENT PARKING IRRIGATION BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT California LOT IRRIGATION OPERATION. CONTROLLER SHALL BE RELOCATED TO LOT 69 AT THE PLAN TIME OF FINAL BUILD-OUT. 38730 Sky Canyon Drive,Suite C FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. Murrieta,CA 92563 951.461 6830 p-951.461�6850 f NOTE B: ,@c.com DESICNED MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. www.sweeneyassoc.com S+A ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND Murrieta,California-Austin,Texas-Ft.Lauderdale,F I lodda These plans have been reviewed by the Coachella Valley Water District in DRAWN S+A A MINIMUM OF 18" OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES p, T 1�� accordance with Water Code Title 7,Di sion 1,Chapter 3,Article 10.8,Section CHECKED TYP. 65597 et seq.requiring efficient landsca and irrigation design in cooperation with SMP i NOTEP the local governing agency(City or Coun ). "Approval of this drawing by CVWD DATE NOTE Cl: NO,CO I NFLICTING UTILITIES WITHIN PROJECT AREA staff does not constitute approval to encroach into district and USBR Rights-of-Way. 1/20/10 CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY Trees,plants,walls,and permanent structure of any kind may not be planted or VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT T R installed in CVWD and USBR easements or rigyt-of-way without first obtaining an OB NO. (01,60624 POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED encroachment permit from CVWD. CAD RLE REPRESENTATIVE PRIOR TO STARTING WORK. I O' luto — — -1 DA E WATYR MANAGEMENT SU2ERVISOR SHEET NUMBER NOTE D;:,BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, CVWD PLAN 4 (Pl1VFl CIPMEN RNACE SUPERVISOR ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES L�6 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NORTH 01 10, 20 50, 40, �OF 15 SHE PLAN SET "C" 3-29-1 0 L38694 IRRIGATION NOTES RENAISSANCE AT THE GALLERY- MODELS IRRIGATION MATERIAL LEGEND (MODEL HOMES) 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION PLANT/ EMITTER SCHEDULE SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR EMITTER EMITTER PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. p HUNTER PRESSURE COMPENSATING BUBBLER, MOD. # t BOTANICAL NAME COMMON NAME QUANTITY VOLUME der 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER 25 (0.5) 30 TRICKLE A BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PCB-50 BUBBLER HEAD ON SCH 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX i LOW WATER USE SHRUBS 50 (1.D) TRICKLE ' PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 2 D) UMBRELLA SUMMERS/MURPHY&PARTNERS,INC PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS (AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE LANDSCAPE ARCHITECTS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. SIDES OF TREE TYPICAL. 34197 DANA STHIG AY,SUITE 200 29 AGAVE VILMORINIANA OCTOPUS AGAVE 2 1.0 GPH PO , 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE ALOE STRIATA CORAL ALOE 2 1.0 GPH (949)443.1446 FAX(949)443.1631 BEGINNING WORK. DASYLIRON LONGISSIMA TOOTHLESS DESERT SPOON 2 1.0 GPH NOT SHOWN RAIN BIRD XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (0.5-2.0 GALLONS PER B DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH HOUR) WITH THREADED INLET. SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH o VpNDSCgpF HEREIN BEFORE BEGINNING WORK. ENCELIA FARINOSA BRITTLE BUSH 2 1.0 GPH NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B F-OM. Murphy 9,Q0 FOUQUIERIA SPLENDENS OCOTILLO 2 1.0 GPH °� 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A L a� TO BE INSTALLED WITHIN PLANTING AREAS. SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT Signature LOW/ MOD WATER USE SHRUBS PER MANUPACTURER'S SPECIFICATIONS. 7-31-10 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS Renewal Date OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH * 5-1-10 Date WERE PREPARED. ANY SUCH REPRESENTATIVE PRIOR TO CONDITIONS SHALL BE WORK OR THE IRRIGATION BROUGHT TOTRACTOR ATTENTION L ASSUME ME A MODERATE WATER USE SHRUBS THE OWNER'S LL RESPONSIBILITY O P.O.C. 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT C �T�TFOF CALtFC��\P FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. NO SYMBOL WILKINS MODEL BR4 PRESSURE REGULATOR (15-150 PSI) 3/4" SIZE, SET PRESSURE AS REQUIRED C,D BOUGAINVILLEA"BARBARA KARST" BOUGAINVILLEA 2 2.0 GPH 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE CALLISTEMON VIMINALIS 'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH M" KBI LT-1250-T 11/4" FULL-PORT BALL TYPE ISOLATION VALVE E These drewings and/or the RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH accomparying specifications INSTALLATION. MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH ® RAIN BIRD 100-ASVF (1") PLASTIC AUTOMATIC ANTISIPHON VALVE, INSTALL 6" ABOVE HIGHEST HEAD SERVED F are the exclusive property of NANDINA DOMESTICA WOON BAY' HEAVENLY BAMBOO 2 2.0 GPH Forsum/S comers & Murphy, 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER Inc. and their use and publi- � (1 ) r ABOVE HIGHEST HEAD SERVED ROSMARINUS 0. 'HUNTINGTON CARPET' ROSEMARY 2 2.0 GPH RAIN BIRD XACZ-100-PRF-BF " ANTI-SIPHON DRIP VALVE KIT WITH MOD.# PRF PRESSURE REGULATING FILTER AS PART OF cation shal be restricted to the IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ROSMARINUS O. 'TUSCAN BLUE' ROSEMARY 2 2.0 GPH ASSEMBLY, INSTALL 6" C' original site for which they 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 2 were prepared. use, repro- duction or publication by any TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. © TORO INTELLI-SENSE (TIS-612) 6-STATION CONTROLLER, MOD. #TIS-06-ID, ET PROGRAMMABLE, INSTALLED ON INTERIOR WALL OF GARAGE method, it whole part, is H b prohibited except by written MODERATE WATER USE VINES permission from Forsum/ 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A Summers & Murphy, Inc. LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA 2 2.0 GPH TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE LONICERA JAPONICA'HALLIANA' HALLS HONEYSUCKLE 2 2.0 GPH PACIFIC PLASTICS PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE I SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. PYRACANTHA CRENATOSERRATA'GRABERI' FIRETHORN 2 2.0 GPH 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS PACIFIC PLASTICS PVC PIPE 111/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE I WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED J INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) I,J,K ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF K PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. VALVE NUMBER OZ 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND Al N RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS 10 200E QTY. OF EMITTERS (IN DRIP ZONES ONLY) MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. I -GPM Q 0 NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETa DATA. as<aa Controller : LOT#67 IRRIGATION CONTROLLER RUN TIMES WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONSSPLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME WATER fiaIETEF?NUMBER LOT# 6' %..`E '.':E�ERR S;LE= �` �, ATER fAIETE NUTO Eli LCT�h=} R fV!F:ER. S17 3,4 Days Per Week: 6 9.9 (HOURS) (HOURS) HYDRAULIC GRADE.LINE ifT I'VA. ATE-. `:'� �� E Ev,kT) F H HYDRAULIC GRADE LINE ice; f1 A _7 ':1ETEP ELE VAT:€0P -T; PJ`A Shrub and Ground Covers: ELEVATION T1=71 I C?IFFEF E ICE i`FT1 (1' 56 ELE"ATIO(1 C'iEFE EIJ; E iFTK td A i .1,. P,=Q *TATIC `R L cz i RE iPSj? 62 Drip 9.90 0.40 0.49 0.90 0.35 3 1.05 REMOTE Ct_�t>1TIttL 'AL::E FED, - - - REM' R..0 V I`�I DE .AND (GPM) 9 TO TA Er. A`10 G c} R DEtv1AN' =_ 1 11 I- r 'au (GP�y 1" Trees: HIGHEST HEAD SERVED "FT) t1,'A �;s ,,� ���0` ;�T T�;��, r:lr.�. H, �� T HEAL ; �T ,T: �.�� I,.k_�T H� . x ;,! � Bubbler Heads_ - _ - v-� �`ED tFTI N __ iRE �..�_ �AG 9.90 0.80 3.00 0.90 0.11 3 0.34 ti;;1,7E DESCD?IPT3j:=it<1 LC,S ;;' _ `rus SIZ` ;PT1n F`.D+,y =r S CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 6 _fa'"" SERVICE LINE 150 FT OF TYPE K tJF'PER, 9 �D i 3 yE E Ll( E r,j ET '_; Tl'`F'E } .st °>' rP 1 c; PS'l TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: 1.39 W 3?4'" WATER METER(DISC TYPE 1.3 PSI �� METER - �`rE 1 ' PSI TOTAL RUN TIME IN HOURS: 1.39 J WA BACKFLO'v�r` PREVENTER R•P TYPES t"�/A N,,`A SI tl 8� F'•_i�t�t PRE 1E ; '_�' +R P TYPE; A. PSI V I"VA. FILTRATION t`VVYE FILTER! v � I.; Psi ?; , FI_ - .Ti0N €:; , 1= Controller : LOT#68 IRRIGATION CONTROLLER RUN TIMES V CD 3/4` PRESSURE REGULATOR !`ui�ILIKINS BI~1 9 5 6 0 PSI t 1'R- °SURE �Et= _�: '.`'1LK1i)S RR+ 11 - - IPs! PLANT TYPE if SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME Z CO 1 7 n h^C , PIP .t t-., ,-"i.,ir ! i :..< r..%f•. r:: ? - - Y<"r _ - _ -�= i a x i - r �. > s,r. , N/A BFD AS EMBL`� PIFIN � ,6RAS u,., 4 E��•_r �,r.. 6 !v A. Ps: E,F'_ _ Er II _'Y _ .'.5 1 _ <r. ,•ti, _; Days Per Week: 6 9.9 (HOURS) (HOURS) Q m rr VALVE t MA -- ;�r - r t Shrub and Ground Covers:I"AA MASTER 't_'CONTROL YALuE �' -. a,H � L111TR '_ _ � �. � �. � ~ 0 rl`A FLLjt:. SENSOR ` i ; A PS; r > 3 ,._3';', r,1SR ' .A '., . P ; Drip 9.90 0.40 0.49 0.90 0.35 2 0.70 0V 1114" ISOLATION YAL' ES (BALL TYPE) y _ 'Si ?' - isOLY _3tl VAL ES L _TYPE; :_. L! O Q 114`„ 100 FEET OF MAINLINE SCH 40 PVC 100 FE 7T OF tali i+ i_' ;� _ _H 433, PVC' -• Lf .v ems; Trees: _ ?�, Z C7 ts1=tA FEET t:=:F MAINLINE ` :A 11 PS r FEET MAINLINE-_ ri A• Ix: • 1 Bubbler Heads 9.90 0.80 3.00 0.90 0.11 2 0.23 W ~' II 4` 2-90 DEGREE ELBO,,�S `9 1z' CC ;"K S 11 = }r_ 1REE E' B - "'i (I.'1 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 4 Z pop 1v REMOTE CONTROL VALVE 9 ';. A REtsl CCttITR 3L = 11 iL 4.0 sI TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: 0.93 Q N U 10 LATERAL LINE LOSS 0 14 =' 10": LATEt= LINE LOS._ 11 ' ` 3.0 Psi TOTAL RUN TIME IN HOURS: 0.93 20% FITTING LOSS(IN ADDITION TO ELBOWS SHOT v1N[) 9 15 ;I 1 PSI t to �,c 4_ I FITTI�;'.J LOSS sl,l ,� 1 ELISQ �. _j 0.2 ! >�'H ELEVATION CHANGE •P-O)C iHIGHEST � S E D l..i>A 113. r.!;1 ='�I E C !+•--L;=: i- O IG - r ;p, - P1. . ELE AT t1 HAt1 aE s, _ f TO H1 SHE 7 H�N.�:; _ t.1 �LE'.,'=T C:(1 �. ,",t,� 1 , T, y �,} E -, tt'A A PSI Controller : LOT#69 IRRIGATION CONTROLLER RUN TIMES TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU#IS 't S :�,�! -; h - -, � ; }. {-, _ _ : PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME L _ TAL EM P E_�_l URE L _ _ ]IJM �._:F r' THRU # '6- Lo F PRESSURE REQUIRED AT HEAD 18 =S' =RE:SSI_ .� REQI PE`F_ .AT HEi`2t- 30 �, S( Days Per Week: 6 9.9 (HOURS) (HOURS) CITY OF P W TOTAL F'RESSLII E RE L,I':IPED is )P= OF#17 AND #18} 19 PS n �: s} T "• �_ Y, Shrub and Ground Covers: PALM DESERT J TA,L UPr EQUIREI aF 1; tID #181 - .a -,-n�- WATER r �'.�-, l./ '�_:R -'� '� 'r'tii , .. iee .-, ^ - , .,.;.�.., , -- z Drip .J tt IN11'JUN4 REQUIRED SI TIC L ATER PRESSURE I,FROM IBOVEa 2C E'� .0 "liNIP, I R,EQU1-.__' �TATIC - _�, PRES..,'_1RE iFRO I�2. p 9.90 0.40 0.49 0.90 J.35 2 0.7o INSPECTION SCHEDULE NOTE RESIDUAL PRESSURE iSIUBTRACT#19 FROTA #20/ 21 �: 2 �'SI v F ,'SIrI �. .:: =1 t FI C?t,1 =fi.} 6.5 r SI Q ESIDI E E C7CO SET PIRV OR��CV AT(#20 PLUS 10 PSI' 22 s_:; 0 PS -ET PR _1P t,)t , u.T ,.2 PLUS 1 : �51`; r} 1 Trees: REFER TO THE TITLE SHEET FOR THE CITY OF PALM ti _ LLI Z } r- , � : ^ I ,:= 1 , Y ; -.r, -- - - - - - - �, ., N. Bubbler Heads DESERT'S INSPECTION SCHEDULE. - PRESSL.PE BuC :T IF PE. UIREC fsETTO ACHIEv``E 36 '_r �EL..� A_. S. - E 4 _ 'E BQrL:3 T IF REtjiIUIPEL ;S,ET T= A",1HIE� E _ _ �_`J: ,t��s !•<. Psi 9.90 0.80 3.00 0.90 0.11 1 0.11 =� CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 3 TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: 0.81 NOTE: t- a WATER PRESSURE CALCULATIONS TOTAL RUN TIME IN HOURS: 0.81 Q LV Q WATER t9ETER NUME'I-- LET f A LM <� T1_R , 314 ANY CHANGES TO THE APPROVED PLAN MUST BE 111 a v HYDRAULIC GRADE LI'IY ifT NIA u 1� t �LEVAT1f�rl FT ' DRIP SYSTEM NOTES: SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR ELEVATION DIFFERENCE i.FT. N/A rJ1;F i 'R`1 S PRESSU 4 PSl �y APPROVAL PRIOR TO INSTALLATION Q CO) cow REMOTE CCONTROL VALVE- # 4 P=' t � ' � 1� VAL E SIDE ? ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE (n Z W r:iC V. DEt,IAt'ID ,GP'r l= 12 'AiiiyD ii,P'M€ 1= LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC NOTE: HIGHEST HEAD SERA E "FT NfA S P S._'UR- :: AT H HE T HEyL 1 LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN Q I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND SIZE DE`�-Ri s I0t-1 rLC' ;` PS11 Dv;S` QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. Z co ILHAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF W J *- 4. SEP;ICIE it.1E f60 FT OF TYPE K CO PPE-P 1c 1 1i: 1 Phi 0 � W c") � s q INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT WATER IN THE IRRIGATION DESIGN PLAN. O LLJ no � 4 ER METER !'DISC TYPE) t2 � � PS? tl'A BA:stFLt_ .r PPE Et1TER ;R P TYPE; ;,!: - }, H P. MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED T13A I jh, 1. y ( GRANITE SPECIFIED ON LANDSCAPE PLANS ad t1aA F1L R ,T-_t- €�,YE FILTER'F` 1 2 ~ NOTE: 3,4" PRESSURE REGULATOR i'WILl�INS BR4 t 6 { =SI CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS �z r .. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT t1 r� BFD ASSEMBLY PIPING %BRASS V�` 4 EL= '° `. t1 A 1'S' BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHEET DESCRIPTION t1`A MASTER CONTROL VALVE I "' rl`A S1 SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE STRUCTURES OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR to. FL=' ^ �:Etl ,t3R _ t � �; BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT PLANS IS FOR DESIGN USE ONLY VERIFY THE ACTUAL PLANT IRRIGATION -11"'-V ISOLATION .AL /ESA BBALL TYPE} 12 1.J G ;I QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. LEGEND, NOTES 1114° in FEET OF NIA111UNE: SCH 40 PVC 12 101 0.9 P ! BIDDING OR STARTING WORK. & CALCULATIONS N,A FEET OF IA'AdNLINE N"A. 11 tPA ipsi 01SA18TK10 DESIGNED 11 2I3 DEGREE I EO' t: 12 _ 01 PS1 Sweeney + associates DRAWN S+A 1 ' REMO 1 E ONTROL VALVE 1� ' ' 4.0' ��' IRR _- AND CONSUL- ��� �:° � These plans have been rep ie\\ed b\ ±he Coachella\alley Water District in S+A 10°'c` L,{'TEPt.L LIi;E LOSS 12 14 ''J Y" Ca!,fcrnia '*' P T E accordance with Water Code Title - Division L Chapter 3,Article 10.8,Section 38760 S,�Canyon Drive,Suite C 65597 et se requiring efficient landscape and irrivation design in cooperation pith 2f); F3TTrtI,C� Lt' Si`ttl ADDITION TO ELBOWS'. U _" a 12 1_: () t �1 �4 CHECKED THE PROJECT APPLICANT SHALL SUBMIT ,AN IRRIGATION AUDIT REPORT y R n `1 p SMP t-1.A E.LE.vA'!£?ta ,.H1 t`1t E ,"IJ '" ,t TO H1GHEti' `iE`' ' 1:' 1}7 N"A Pi'' WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT Murrieta. CA 92563 the local governing agency (Cm of County). "Appro\al ofthis drawinu b� CVA\D DATE 951.46: 683C 951.461.6850 f p staff does not constitute appro\al t�� encroach into district and USBR Rights-of=AVav I/20/10 TOTAL SYSTEM PRESSURE LOSS "SIJt'�,'I OF #1 THRU#'C;1 1' ?T 1'S MAY INCLUDE. BUT NOT BE LIMITED TO, INSPEGTIGN. SYSTEM TUNE-UP, emailkgsveeneyassoc.eom O Trees,plants,walls,and permanent >tructure of anv kind may not be lasted or P�' SYSTEM TEST WITH DISTRIBUTION UNIFORMITY REPORTING www sv,eeneyassec.com / S T 1 G installed in CVWD and USBR ea einents or r,,ht-of-way w thout first obtaimr) an JOB NO. PF�ESSL.IP'E REQUIRED AT HEAD 1t �f�, .; TC3T,AL PRE;. APE IRE€UIR:ED 'UM OF #17 AND#-18) 19 5 - OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND 616624 T , �x -'�' z•;. a 11 PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION Murrieta. ::aiifcrrna Austin,Texas- Ft. Lauderdale. Florida encroachment permit from C\\�-D t�INIMUN4 REQUIRED StA:It tEn PRESSURE(FROM ,. 513"iE �t� 64.0 � � � 0 CAD FILE RESIDUAL PRESSURE RE ICTP ' T +19 FROt�I 20` 21 6 5, S 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DAT DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM NOTE: :7z NAGEMENT S�:PER\1SQR SHEET NUMBER CET PR=/ nP t,1C T " t 1=°LU ,i1 F'SI 22 74 0 / PRESSURE.BCttvT IF ErLIIP �, ETT ?ACHIE'a'EL E SAL, 2 tIA _; DESIGN CRITERIA. NO CONFLICTING UTILITIES WITHIN PROJECT AREA CVWD PLAN CEVELOPMEN ER CE SUPERVISOR L=,`7 OF 15 SHEETS L38695 }"' PLAN SET "C" 3-29-10 I COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LANDSCAPE IRRIGATION WATER ANALYSIS LANDSCAPE IRRIGATION WATER ANALYSIS LANDSCAPE IRRIGATION WATERANALYSIS LOW VOLTAGE WIRES, 3 MAXIMUM PROJECT: The Renaissance at the Gallery PROJECT: 'The Renaissance at the Gallery PROJECT: The Renaissance at the Gallery WIRES PASS THROUGH GROOVES IN Models Landscape Plans Models Landscape Plans Models Landscape Plans TUBE LID TO ALLOW LID TO CLOSE FINISHED GRADE IN TURF AREAS Tract 31490 Tract 31490 Tract 31490 CLOSE TUBE LID AFTER WIRE City of Palm Desert,Califomia City of Palm Desert,California City of Palm Desert,California IS INSERTED INTO TUBE TORO FCH-H-FIPT AUTOMATIC FLUSH Lot#67 Lot#68 Lot#69 SUMMERS/MURPHY do PARTNERS,INC VALVE LANDSCAPE ARCHITECTS 34W COAST HIGHWAY,SUITE 200 PLASTIC ROUND TAN VALVE BOX, 6" Project ETo: 93.90 Project ETo: 93.90 Project ETo: 93.90 DA jA 3-1446 CALIFORNIA 92629 FAX(949)443-1631 SIZE, WITHIN D.G. HEAT BRAND "FV" POLY TUBE PRE-FILLED WITH ONTO LID MAXIMUM APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALLOWANCE: WATERPROOF GEL . (GALLONS PER YEAR) (GALLONS PER YEAR) (GALLONS PER YEAR) �pNDSCq pF �-FINISHED GRADE IN SHRUB AREAS o LOCK TABS PREVENT WIRE REMOVAL -I I I=I I I- 2"I IN - - 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) �����t,. Murphy qp� ONCE CONNECTOR IS INSERTED 1 I-I I I-� -I =III= III=III= 93.9 x 0.5 x 2,306 x 0.62 / 748 = 89.7 CCF 93.9 x 0.5 x 1,861 x 0.62 / 748 = 72.4 CCF 93.9 x 0.5 x 3,691 x 0.62 / 748 = 143.6 CCF SCOTCHLOK ELECTRICAL SPRING -III-I I I I I=I I I: 9 CONNECTOR. WIRES SHALL BE - - PVC SCH 80 CLOSE NIPPLE Signature 7-31-10 PRE-STRIPPED OF 1/2"OF THE INSULATION PRIOR TO INSERTION ESTIMATED APPLIED WATER USED: ESTIMATED APPLIED WATER USED: ESTIMATED APPLIED WATER USED: # Renewal Date INTO THE CONNECTION. TWIST PVC LATERAL LINE PIPE (GALLONS PER FEAR) (GALLONS PER YEAR) (GALLONS PER YEAR) J'� 3 0 Date �* CONNECTOR ONTO WIRES TO o o qT �� SEAT FIRMLY. ° ° ° ° EWU=(ETo)x(Plant Factor)I(H-lydrozane Sn.Ft.L.62)/(748) EWU=(F,To)x(Plant Factor)x(Hvdrozone Sq. Ft.L.62)/(7481 EWU=(ETo,�Plant Factorl)�Hydrozone Sq.Ft.)x(.62)/(748) F OF CALIFO SCOTCHLOK CONNECTOR AND WIRES ° BRICK SUPPORTS Irrigation Efficiency Irrigation Efficiency Irrigation Efficiency INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS 3/4"ROCK, 1 CUBIC FT. Low Water Use Shrub Planting: Low Water Use Shrub Planting: Low Water Use Shrub Planting: These drawings and/or the 93.9 x 0.2 x 1,312 x 0.62 / 748 = 22.7 CCF 93.9 x 0.2 x 470 x 0.62 / 748 = 8.1 CCF 93.9 x 0.2 x 1,043 x 0.62 / 748 = 18.0 CCF accompanying specifications PVC ELL SCH 80 SxT are the exclusive property of NOTE: LANDSCAPE FABRIC 0.9 0.9 0.9 Forsum/Summers & Murphy, Inc. and their use and publi- WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. Mod WaterUse Shrub Planting' Mod WaterUse Shrub Planting' Mod WaterUse Shrub Planting cation shall be restricted to the KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A SECTION VIEW-N.T.S. - original site for which they WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 93.9 x 0.5 x 780 x 0.62 / 748 = 33.7 CCF 93.9 x 0.5 x 980 x 0.62 / 748 - 42.4 CCF 93.9 x 0.5 x 2,207 x 0.62 / 748 = 95.4 CCF were prepared. Re-use, repro- 0.9 0.9 0.9 duction or publication by any DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER method, in whole or part, is WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. prohibited except by written Low Water Use Tree Planting: Low Water Use Tree Planting: Low Water Use Tree Planting: permission from Forsum/ 93.9 x 0.2 x 124 x 0.62 / 748 = 2.1 CCF 93.9 x 0.2 x 78 x 0.62 / 748 = 1.3 CCF 93.9 x 0.2 x 120 x 0.62 / 748 = 2.1 CCF Summers & Murphy, Inc. 0.9 0.9 0.9 K) WIRE CONNECTION AUTOMATIC FLUSH VALVE Mod WaterUse Tree Planting: Mod WaterUse Tree Planting: - Mod Water Use Tree Planting: 93.9 x 0.5 x 90 x 0.62 / 748 = 3.9 CCF 93.9 x 0.5 x 235 x 0.62 / 748 - 10.2 CCF 93.9 x 0.5 x 321 x 0.62 / 748 - 13.9 CCF 0.9 0.9 0.9 High Water Use Tree Planting: MAXIMUM APPLIED WATER ALLOWANCE: 89.7 CCF 93.9 x 0.8 x 98 x 0.62 / 748 = 6.8 CCF MAXIMUM APPLIED WATER ALLOWANCE: 143.6 CCF (in hundred cubic feet) 0.9 (in hundred cubic feet) TOTAL ESTIMATED WATER USE: 62.4 CCF TOTAL ESTIMATED WATER USE: 129.4 CCF (in hundred cubic feet) (in hundred cubic feet) MAXEMUM APPLIED WATER ALLOWANCE: 72.4 CCF (in hundred cubic feet) Z TOTAL ESTIMATED WATER USE: 68.$ CCF 0 V! (in hundred cubicfeet) E oC W WATER EFFICIENT LANDSCAPE WORKSHEET Q 0 PROJECT INFORMATION aaaaQ Project Name LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST *Overall water use for all typical lots and alternate conditions *Overall water use for all typical lots and alternate conditions *Overall water use for all typical lots and alternate conditions Name of Project Applicant Telephone No. Fax No. Project Site: Gallery at the Renaissance, Lot 67 Tract or Parcel Number: 31490 Project Site: Gallery at the Renaissance, Lot 68 Tract or Parcel Number: 31490 Project Site: Gallery at the Renaissance, Lot 69.Tract or Parcel Number: 31490 Title Email Address _ Company Street Address Project Assessor's Parcel Number(APN): City of Palm Desert, California Project Assessor's Parcel Number(APN): City of Palm Desert, California Project Assessor's Parcel Number(APN): City of Palm Desert, California City State Zip Code Project Location: City of Palm Desert, California Project Location: City of Palm Desert, California Project Location: City of Palm Desert, California Landscape Architect/Irrigation Designer/Contractor: Sweeney &Associates, Inc. Landscape Architect/Irrigation Designer/Contractor: Sweeney&Associates, Inc. Landscape Architect/Irrigation Designer/Contractor: Sweeney &Associates, Inc. W SECTION A. HYDROZONE INFORMATION TABLE Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) X 1. Water Efficient Landscape Worksheet(Appendix B) X 1. Water Efficient Landscape Worksheet(Appendix B) X 1. Water Efficient Landscape Worksheet(Appendix B) Irrigation Point of Connection (P.O.C.) No. Plan 2C - Lot 67 WATER BUDGET CALCULATIONS (Appendix D) WATER BUDGET CALCULATIONS (Appendix D) WATER BUDGET CALCULATIONS (Appendix D) Z OD ap Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % of Landscape X 2. Maximum Annual Applied Water Allowance: X 2. Maximum Annual Applied Water Allowance: X 2. Maximum Annual Applied Water Allowance: S C4 No. Method** (Sq. Ft.) Area O 0 Conventional Landscape: 89.7 100 cubic feet/year Conventional Landscape: 72.4 100 cubic feet/year Conventional Landscape: 143.6 100 cubic feet/year _J 1 1 MW B N/A N/A + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) a () 1 2 MW D 821 35% Maximum Annual Applied Water Allowance: 89.7 100 cubic feet/year Maximum Annual Applied Water Allowance: 72.4 100 cubic feet/year Maximum ,Annual Applied Water Allowance: 143.6 100 cubic feet/year = CC CC Z co 1 3 MW B N/A N/A X 3. Estimated Total Water Use by Hydrozone: X 3. Estimated Total Water Use by Hydrozone: X 3. Estimated Total Water Use by Hydrozone: W 0 ti ° Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year 3: N O 1 4 MW D 1,015 44/0 Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year 0 N V v 1 5 MW B N/A N/A Low Plant Hydrozones: 24.8 100 cubic feet/year Low Plant Hydrozones: 9.9 100 cubic feet/year Low Plant Hydrozones: 20.1 100 cubic feet/year 1 6 MW D 479 21% Medium Plant Hydrozones: 37.6 100 cubic feet/year Medium Plant Hydrozones: 52.6 100 cubic feet/year Medium Plant Hydrozones: 109.3 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 6.8 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year Water Features: 0 100 cubic feet/year Water Features: 0 100 cubic feet/year Water Features: 0 100 cubic feet/year Irrigation Point of Connection (P.O.C.) No. Plan 3B - Lot 68 Other Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feet/year Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % of Landscape Estimated Annual Total Applied Water Use: 62.4 100 cubic feet/year Estimated Annual Total Applied Water Use: 68.8 100 cubic feet/year Estimated Annual Total Applied Water Use: 129.4 100 cubic feet/year CITY OF PALM DESERT W No. Method** (Sq. Ft.) Area J 1 1 MW D 1,134 61% X 4. ETWU < MAWA X 4. ETWU < MAWA X 4. ETWU < MAWA INSPECTION SCHEDULE NOTE Q 1 2 MW B N/A N/A PLAN SETS PLAN SETS PLAN SETS X 5. Landscape Design Plan X 5. Landscape Design Plan REFER TO THE TITLE SHEET FOR THE CITY OF PALM � p 9 pe 9 X 5. Landscape Design Plan 1 3 MW D 728 39% DESERT'S INSPECTION SCHEDULE. W Z :5= Z 1 4 MW B N/A N/A X 6. Irrigation Design Plan X 6. Irrigation Design Plan X 6. Irrigation Design Plan H a 1E NOTE: E- LL 7. Grading Design Plan 7. Grading Design Plan 7. Grading Design Plan ANY CHANGES TO THE APPROVED PLAN' MUST BE Q 0.W a Irrigation Point of Connection (P.O.C.) No. Lot 69 W Q V * ° 8. Soil Management Report s. Soil Management Report s. Soil Management Report SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR U V Controller No. Valve Cicruit Plant Types) Irrigation Area /° of Landscape APPROVAL PRIOR TO INSTALLATION Z co th No. Method** (Sq. Ft.) Area Q G 1 1 MW D 909 25% I agree to comply with the requirements of the water efficient landscape ordinance and I agree to comply with the requirements of the water efficient landscape ordinance and I agree to comply with the requirements of the water efficient landscape ordinance and �Z G 1 2 MW B N/A N/A submit a complete Landscape Documentation Package. submit a complete Landscape Documentation Package. submit a complete Landscape Documentation Package. NOTE: I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND Z CO 1 3 MW D 2,782 75% Date: Prepared by: Date: Prepared by: Date: Prepared by: HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF W J WATER IN THE IRRIGATION DESIGN PLAN. G I-Co O W a *Plant Type **Irrigation Method W �2E � Cst= Cool Season Turf MS = Microspray NOTE: L Ill. WST = Warm Season Turf S = Spray TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT SHEET DESCRIPTION HW= High Water Use Plants R = Rotor - STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR MW= Moderate Water Use Plants B = Bubbler BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT IRRIGATION LW Low Water Use Plants D = Drip FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. DETAILS & O = Other CALCULATIONS DESIGNED S+A These plans have been reviewed by the Coachella Valley Water District in DRAWNS+A P T E accordance with Water Code Title 7, Division 1,Chapter 3,Article 10.8,Section CHECKED 01SA18TK10 R 65597 et seq. requiring efficient landscape and irrigation design in cooperation with SMP Sweeney + associates the local governing agency(City or County). "Approval of this drawing by CVWD DATE staff does not constitute approval to encroach into district and USBR Rights-of-Way. 1/20/10 IRf213A'."iGN DESIG3J;ND CONSULTING , I>h g y� O Trees,plants,walls,and permanent structure of any kind may not be planted or California / S T � � JOB NO. installed in CVWD and USBR easements or ri ht-of-way without first obtaining an 38730 sky Canyon Drive,suite c 616624 Murneta,CA 92563 / encroachment permit from CVWD. CAD FILE 951 461.6830 p 951.461.6850 f yr� email@sweeneyassoc.com DAY W TER MANAGEMENT SU RVI R SHEET NUMBER www.sweeneyassoc.com 19, Murrieta,California-Austin,Texas-Ft.Lauderdale,Florida CVWD PLAN# EVELOPMENT RACE SUPERVISOR L�8 NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA OF 15 SHEETS L386 LIAR ;2 4 20111 PLAN SET "C" 3-29-10 PVC LATERAL LINE 12"BELOW FINISHED GRADE TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PVC FITTING SxSxT TEE) PRESSURE SUPPLY LINE TO HOUSE COVER, USE STAINLESS BOLT, NUT, AND WASHER. ( BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE SIZE:LATERAL x LATERAL x 1/2" PRESSURE SUPPLY LINE TO EDGE. HEAT BRAND "PRV" ONTO LID. HUNTER PCB 1/2" THREADED BUBBLER, SEE IRRIGATION SYSTEM LEGEND FOR SPECIFICATION PVC LATERAL LINE TEE FITTING INSTALLED BY PLUMBER PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION 12"BELOW FINISHED GRADE—+— SCH 80 PVC NIPPLE, LENGTH AS REQUIRED 3 SUMMERS/MURPHY do PARTNERS,INC. f— FINISHED GRADE LANDSCAPE ARCHIITECTS 2" MIN. — —_ IN SHRUB AREAS DANA POINT,34197 COAST HCALIFORNIA 9ibz� — — FINISHED GRADE (9a9)4a3-14ae FAX(949)443.1631 UNDISTURBED S O III=I�I=I I_=III=III: PVC SCH 80 T.O.E. -I I—III—III III—III—III-_ OIL XERI-BUG DRIP EMITTER —III—III I I NIPPLE, 3" MIN., 2 REQ. —III—III— —I I I—I I I—I (2 PER SHRUB)ON FLEX RISER :III—III III—III: -III—III—III III=III—III- W/PVC FITTING(SxT ELL) =III= y (, =1 11= LAND SC,gp 1=1 I 1=1 11= —III—III—I TRIPLE SWING JOINT ASSEMBLY SIZE:LATERAL 1/2" PVC SCH 40 SLIP F.� Murph Fq PLAN VIEW- N.T.S. COUPLING, 2 REQ. XERI-BUG DRIP EMITTER WITH THREADED BALL VALVE 2" MIN. LOU 9 -20 " INLET(SEE LEGEND FOR SPECIFICATION) 0 0 PVC MAINLINE TO VALVES -I SCH 40 PVC SxSxT TEE FITTING " "* 2 MIN. VALVE BOX zri LATERAL x SPRINKLER INLET SIZE 0 Q° oo�o° ° Signature s D.G. LAYER(SEE PLANTING PLANS FOR SPECIFICATIONS) 7-31-10 0a-:0 ((2��0��6(� °0° o �0 BRICK SUPPORTS FOUR TOTAL .. .. FINISHED GRADE o°P°oQ�000°v�0�0o OOD ° „ ( ) * Rea I l Dote LATERAL LINE, SEE SPECIFICATIONS III— I I—III= 11 3/4 ROCK, 3 CUBIC FT. u1 El I FOR TYPE AND DEPTH REQUIRED I I�I I II IRRIGATION MAINLINE, TgTF OF�gLIFG��\P —III I( —I III I I—I I� UNDISTURBED SOIL SEE SPECS. LANDSCAPE FABRIC PVC MALE ADAPTER TYP. =1 FLEXIBLE RISER(RAIN BIRD PFR/FRA) PRESSURE SUPPLY LINE PVC MAINLINE FROM P.O.C. TWELVE(12")LENGTH FROM METER These drawings and/or the NOTE: SECTION VIEW- N.T.S. INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. —PVC FITTING(SxT ELL) PRESSURE REGULATOR (IF REQUIRED accompanying specifications ) NOTE: are the exclusive property of DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. SIZE:LATERAL 1/2" Forsum/Summers & Murphy, PLAN VIEW- N.T.S. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. Inc. and their use and publi- �—PVC LATERAL LINE cation shall be restricted to the 12"BELOW FINISHED GRADE SECTION VIEW- N.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF original site for which they THE PRESSURE REGULATOR ASSEMBLY. were prepared. Re-use, repro- SECTION VIEW- N.T.S. duction or publication by any " MINIMUM 9"-12" FOR 1 GALLON PLANTS REFER TO DETAILS " by AND "E" FOR SECTION VIEW REFER TO DETAIL "C" FOR PLAN VIEW method, in whole part, is 13"-20" FOR 5 GALLON PLANTS prohibited except by written permission from Forsum/ Summers & Murphy, Inc. A BUBBLER ON RISER B DRIP CONNECTION C PRIVATE P.O.C. CONNECTION D PRESSURE REGULATING VALVE -ID TAG: RAIN BIRD VID SERIES CONTROLLER, SEE LEGEND TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN WATERPROOF CONNECTION: FOR SPECIFICATION. COVER, USE STAINLESS BOLT, NUT, AND WASHER. ELECTRIC ANTI-SIPHON WATERPROOF WIRE RAIN BIRD SPLICE-1 (1 OF 2) BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE CONTROL VALVE CONNECTORS 0 0 EDGE. HEAT BRAND"BW ONTO LID. 30-INCH LINEAR LENGTH PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION OF WIRE, COILED N_120 VOLT POWER SUPPLY oC CONTROL ZONE KIT: IN J-BOX, BY OTHERS - -� FINISHED GRADE IN SHRUB AREAS 24"WIRE LOOP W _ — — MIN. 6"ABOVE RAIN BIRD XACZ-100 e Q I I I—I�I—_I 4" MIN. —I I I—I I I: HIGHEST HEAD FINISH GRADE a INCLUDES RIGID � —III—III III—III— ( G D ELECTRICAL CONDUIT (1")_I I I=III= —I I I—I I I_ 100-ASVF ANTI-SIPHON VALVE, aa aa Q =III—II 11—III= _ _ _ _ _ FLOW PRESSURE SUPPLY 1=III=III =III=1 I. IN-LINE FILTER AND „ a DEPTH AS PER SPECS E -III=III—I I I I (=I I III=III PRESSURE REGULATOR 48 °po" MITI ° ,po PVC SCH. 80 NIPPLE o (ta LENGTH AS REQ. (2 TYP.) LOW VOLTAGE WIRE IN RIGID PVC QJ2�8 a Q 0 BRICK SUPPORTS INSTALL 6-INCH MIN.ABOVE CONDUIT (3") PVC ELECTRICAL SWEEP HIGHEST POINT OF DISCHARGE TO EXTERIOR BUILDING PVC MALE ADAPTER ,.. WALL THROUGH J-BOX LANDSCAPE FABRIC PVC LATERAL LPVC PRESSURE MAIN BUILDING FLOOR BY OTHERS UV RADIATION RESISTANT 3/4" ROCK, 2 CUBIC FT. LINE PIPING PVC SCH 40 PIPE NOTE: SECTION VIEW- N.T.S. J SECTION VIEW- N.T.S. PVC SCH. 40 FITTINGS TYP. (1 OF 2) INSTALL ENCLOSURE AS INDICATED BY CITY STAFF & MANQFACTURER'S V _ RECOMMENDATION. NOTE: SECTION VIEW- N.T.S. - I I =III=�I FINISH GRADE/TOP OF MULCH ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S V CD INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE , RECOMMENDATION. Z OD INSTALLATION AT MAIN LINE DEPTH. - 12-IN DEPTH —� PVC SCH 40 ELL N (1 OF 2) 0 O TO PVC LATERAL PIPE )• REFER TO DETAIL"C" FOR PLAN VIEW CONTROLLER (1 OF 2) O d a = 3Zco LU z � o� r og 0 o C-4 0 E BALL VALVE F ANTI-SIPHON VALVE G DRIP REMOTE CONTROL VALVE H WALL-MOUNTED CONTROLLER W CITY OF PALM DESERT —j °J INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM W Z PAVING DESERT'S INSPECTION SCHEDULE. JA Q FINISH GRADE f. .• r da ,'d' 1.� O NOTE: Q W �• APPROVED P ANY CHANGES T THE LA MUST � � —� C G S O US BE a - I I_ N c� -III I SAND BACKFILL COMPACTED — — — — CLEAN COMPACTED BACKFILL _ _ _ W Q T THE I SUBMITTED IN WRITING O CITY F PALM SUB O A M DESERT FOR T THE DENSITY F O ' -III-I 0 0 V U B — C B — Z - I_ III-I I-I EXISTING SOIL APPROVAL PRIOR TO INSTALLATION w II II -III-III- � - _ _ _ I aG m — A.:. — — LATERAL LINES, SEE SPECS. -I I- A.: _ _ LATERAL LINES UI —I III I — IN SCH 40 SLEEVE Z — _ — _ _ _ — NOTE: _ - - I II -I III :III II I HAVE COMPLIED WITH THE CRITERI A IA F THE ORDINANCE AND c O O C — — CONTROL WIRES SEE SPECS - -:•�-:�:- •:. . 0 0 M=m — NTROL WIRE CO S Z: : _. . - - —I I ••:.��.• � �.-• - - CO - I_ IN SCH 40 SLEEVE HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF •• W J III II -III-III :.'::'.::.'::'.:. - _:III — — — — UNDISTURBED SOIL III—III ( III-1 �j W — — — — — _ _ — -� UNDISTURBED SOIL WATER IN THE IRRIGATION DESIGN PLAN. H O - -I I I- I- I I-I~ _ _ _- W — PRESSURE MAINLINE, SEE r1i I I I-I 11 III —III— O SPECIFICATIONS —III-I 11-. _ = PRESSURE MAINLINE aoc. I=- =I — - IN SCH 40 SLEEVE C� - - - �I i-1 I I-I�.:-::'. :.�.:.::....:.:.�.::�.•-::�.•:�:.--�.�-'-•.-:••..- • .-.�• 1�I-III- NOTE: _ _ _ _ { PVC SLEEVES TO BE TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT I I I I I I I Il I I I I I I I I II I I TWICE THE DIAMETER STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR HEFT DESCRIPTION EI I I=III=III= I I=III=III=) I=III-I I. OF THE PIPE OR WIRE BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT IRRIGATION ION BUNDLE CARRIED. FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. DETAILS DIMENSION A B C DIMENSION A B C D DETAIL ALSO FOR PIPE 1/2"TO 2-1/2"IN SIZE 18" 12" 4" 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 01SA18TK10 DESIGNED S+A sweeney + associates DRAWN 3"TO 6"IN SIZE 24" 4" IRRI,3A,ION DESIGN AND CONSULTING . These plans have been reviewed by the Coachella Valley Water District in S+A California A T E R accordance with Water Code Title 7,Division I,Chapter 3,Article 10.8,Section CHECKED 38730 Sky Canyon Drive,Suite C 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP Murrieta,CA 92563 the local governing agency(City or County). "Approval of this drawing by CVWD DATE 951.461.6830 p•951.461.6850 f staff does not constitute approval to encroach into district and USBR Rights-of-Way. 1/20/10 email@sweeneyassoe.com O / S 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or www.sweeneyassoc.com T R installed in CVWD and USBR easements or ght-of-way without first obtaining an JOB NO. 616624 Murrieta,California Austin,Texas•Ft.Lauderdale,Florida encroachment permit from CVWD. CAD FILE 7 �/0 NOTE: DATE wVrER MANAGEMENT SUPERVISOR SHEET NUMBER Y)OF NO CONFLICTING UTILITIES WITHIN PROJECT AREA CVWD PLAN# VELOPMENT RV E SUPERVISOR PIPE INSTALLATION J SLEEVE INSTALLATION LOF 15 SHEETS 38�97 PLAN SET "C" 3-29-10 MAR 2 9 201 SECTION 02810 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2.04 Plastic Pipe and Fittings LANDSCAPE IRRIGATION 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation PART 1 - GENERAL approval, Commercial Standards designation, and date of extrusion. 1.01 Summary 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. 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 C. Automatic Control Valves: Owner. 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 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection SUMMERS/MURPHY&PARTNERS,INC. LANDSCAPE ARCHITECTS B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. 34197 COAST HIGHWAY,SUITE 200 specifications, and as necessary to complete the contract. 2. Automatic control valves shall be electrically operated. DANA POINT,CAUFORNIA 92629 D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. (949)443.1U6 FAX(949)443.1631 1.02 Construction Drawings 2.06 Valve Boxes 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 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 investigate A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. \_p,ND SC,q pF the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such wQ�GN,. Murphy q,Ac conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. 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 between irrigation systems, planting, and architectural features. Teflon paste, tape, or equal. a� (P in C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 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 an item 2.05 Valves Signature 7-31-10 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 have final D. Valve box extensions shall be by the same manufacturer as the valve box. Renewal Date authority for clarification. A. Ball Valves * 5-1-10 E. The plastic irrigation valve box cover shall be an overlapping type. LIP Date C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. TF OF CAOFO� discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of 2.07 Automatic Controller the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any 2. Ba41 valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. revision necessary. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. These drawings and/or the 1.03 Quality Assurance B. Controller enclosure shall be Of the manufacturer, size, and type indicated on the drawings. accompanying specifications C are the exclusive property of C. Automatic Control Valves: Forsum/Summers & Murphy, A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar 2.08 Electrical Inc. and their use and publi- with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. cation shall be restricted to the A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. original site for which they were prepared. Re-use, repro- B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions 2. Automatic control valves shall be electrically operated. duction or publication by any covering points not shown in the drawings and specifications. B. All electrical work shall conform to local codes and ordinances. method, in whole or part, is 2.06 Valve Boxes prohibited except by written C. All local, municipal, and state laws, rules and regulations governing or relating to an portion of this work are hereby incorporated into and made a art of 2.09 Low Voltage Control Wiring permission from Forsum/ P 9 9 9 9 y p Y p P 9 9 Summers & Murphy, Inc. these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. 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 B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. drawings shall take precedence. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 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 1.07 Storage and Handling Owner. D. Valve box extensions shall be by the same manufacturer as the valve box. 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 E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at E. The plastic irrigation valve box cover shall be an overlapping type. permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is recommended. no additional cost to the Owner. 2.07 Automatic Controller 1.04 Submittals B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. A. Materials List: Z 1.08 Cleanup and Disposal B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. 0 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 list of in all irrigation system materials, or processes proposed to be furnished and installed as (part of this contract. A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such 2.08 Electrical 2 C o 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 generated 2. The submittals shall include the following information: by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. Q a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. 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. B. All electrical work shall conform to local codes and ordinances. 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 item 1.09 Completion 2.09 Low Voltage Control Wiring N<11<0< model number(i.e. I-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. 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, 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 Landscape exploded diagrams, price lists or other extra information. Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At B. Connections shall be of the manufacturer, size, and type as indicated on the drawings 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 Landscape Architect, d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes Owner's authorized representative, and governing agencies. 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 each shall be circled on the catalog cuts. controller. These colors shall be noted on the"Record Drawings" plans located on controller door). B. The Owner's authorized representative shall have final authority on all portions of the work. e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class or Schedule, ASTM 2.10 Irrigation Heads and Drip Emitters numbers and/or other certifications as indicated in these specifications. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. A. Irrigation heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the f. Submittal format requirements: drawings. J D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor 0 i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind B. Irrigation heads and drip emitters shall be used as indicated on the drawings. 0 as a result of the work. U 00 ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. PART 3 -,EXECUTION Z 3.. N 1.10 Guarantee Q 0 0 iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 3.01 Site Conditions 11-- J d' A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and Cr. 0 V 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completiorl A. Inspections: = CC 3 Z co 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 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 to 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation W 0 Q .~. 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 emergency may properly commence. Z CM O 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either 09 CM 0v from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and 0 B. Substitutions: additional cost to the Owner. the manufacturer's recommendations. 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. No changes without City C. Guarantee shall be submitted on Contractors own letterhead as follows: B. Discrepancies: } approval. IM GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. J 2. Provide a written statement indicating the reason for making the substitution. J We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. a 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse,or neglect excepted. We agree to repair or CO 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 damage resulting C. Grades: W Z 4. Provide in writing the difference in installed price if the item is accepted. from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following 2 g Z written notification b the owner. In the event of our failure to make such repairs or replacements within the times specified after receipt of written notice from 1. Before starting work, careful) check all grades to determine that work may safe) proceed, keeping within the specified material depths with respect to finish H a Q Y p P P p 9 Y 9 Y Y p P� 9 P p p O 1.05 Existing Conditions owner, we 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 grade. U. W demand. 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, and 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. U V V telephone line connection to the irrigation system. PROJECT NAME: Q W 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 of PROJECT LOCATION: (a Z W NOTE: construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. _Z CONTRACTOR NAME: I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND Q 5 C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground ADDRESS: Z co and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the CITY OF PALM DESERT HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF W W Co LL Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock TELEPHONE: INSPECTION SCHEDULE NOTE WATER IN THE IRRIGATION DESIGN PLAN. O W O O layer or any other such conditions are encountered. SIGNED: REFER TO THE TITLE SHEET FOR THE CITY OF PALM NOTE: a �� 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 his own cost; all damage resulting from his operations or negligence. DATE: DESERT'S INSPECTION SCHEDULE. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR HEET DESCRIPTION PART 2 - MATERIALS 01SA18TK10 BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT IRRIGATION F. The Contractor shall verifyand be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 2.01 Summary FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. SPECIFICATIONS 9 9 Y 1 1 rY sweeney + associates IRRIGATION DESIGN AND CONSULTING 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. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials orequipment installed or furnished that do not p 9 9 Y J p 1 9 p Y YP 9 peCalifornia DESIGNED meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 38730 Sky canyon Drive,Suite C S+A H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or Murrieta,CA 92563 DRAWN 951.461.6830 p-951.461.6850 f These plans have been reviewed by the Coachella Valley Water District m modifying any existing irrigation system. 2.02 Pipe S+A email a sweeneyassoc.com P T E accordance with Water Code Title 7, Division 1,Chapter 3,Article 10.8,Section CHECKED www.sweeneyassoc.com R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP 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 of A. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to Marrieta,California Austin,Texas Ft:Lauderdale,Florida the local governing agency(City or County). "Approval of this drawing by CVWD this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall ASTM D1785. staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE I/20/10 be complete to the satisfaction of the Owner's Representative. O / S r '1G Trees,plants,walls,and permanent structure of any kind may not be planted or JOB NO. B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. NOTE: installed in CVWD and USBR easements or right-of-way without first obtaining an 616624 1.06 Inspections ANY CHANGES TO THE APPROVED PLAN MUST e croachment permit from CVWD. - CAD RLE 2.03 Metal Pipe and Fittings BE SUBMITTED IN WRITING TO THE CITY OF A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall PALM DESERT FOR APPROVAL PRIOR TO DATE 44TER MANAGEMENT SUPS VISOR SHEET NUMBER provide safe access for such visits. A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. INSTALLATION Z--,-_1'11AOV84� �.e� B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's B. Fittings shall be medium brass, screwed 125-pound class. NOTE: CVWD PLAN# EVELOPMENT RVIA SUPERVISOR 0 authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and 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 acceptance, it shall C. Copper pipe and fittings shall be Type "K' sweat soldered. NO CONFLICTING UTILITIES WITHIN PROJECT AREA OF 15 SHEETS be, if so ordered, uncovered at the Contractor's expense. L.386 8 MAR 4 ?0111 PLAN SET "C" 3-29-10 D. Field Measurements: 3.09Irrigation Heads and Drip Tubing 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. of all irrigation materials with all other work. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. SUMNERS/MURPHY do PARTNERS,INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 E. Diagrammatic Intent: 3.10 Miscellaneous Equipment DANA POINT,CALIFORNIA 92629 (949)443.1446 FAX(949)443.1631 The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 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. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. VpNDSCAp F. Layout: 3.11 Flushing the System � Murphy�ogp�y 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic MCP rn controller. 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. Of a Signature 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved B. Irrigation heads shall be installed after flushing the system has been completed. 7ewal D Y 9 Y J q 9 p�P� 9 9 p 9 9 Y p Renewal Date areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. # 3-1-10 3.12 Adjusting the System J'Tq Date G. Water Supply: TF OF CAOFO� A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. 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 shall be made at no additional expense to Owner. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. These drawings and/or the H. Electrical Service: accompanying specifications C. The entire system shall be operating properly before an planting operations commence. are the exclusive property o, Y p 9 p p Y Y P 9 p Forsum/Summers & Murphy, 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 Inc. and their use and publi- additional expense to Owner. D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. cation shall be restricted to the original site for which they were prepared. Re—use, repro- 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.13 Testing and Observation duction or publication by any method, in whole or part, is 3.02 Trenching 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 Architect, prohibited except by written permissOwner, and governing agencies. Summers n&r om Murphy um Inc. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where subgrade. and when the work is ready for testing. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller, 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 the planted areas is complete and adequate in the presence of the Landscape Architect. C. Provide minimum cover of 18 inches for control wires. 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 where the D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Provide minimum cover of 9 inches for non-pressure lines. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.14 Maintenance Z 3.03 Backfilling 0 During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation N 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. coverage to all intended plantings.T cC UJ 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 3.15 Completion Cleaning materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. 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. a a Q a a C. Flooding trenches in lieu of tamping is not allowed. END OF SECTION 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 3.04 Piping 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's"Low Water Ordinance"; and follow the maintenance schedule&guidelines established in the City of A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Palm Desert's"Desert Flora" Maintenance Guide, current edition. B. Cutting or breaking of existing pavement is not permitted. 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 W verification. J D. Remove all dented and damaged pipe sections. O co Z E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. O 0 J F. Parallel lines shall not be installed directly over each other. cc a (3G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods = 3 Z co including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before W 0 Z M r filling. 05 H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. 0 04 (0.) v I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. CITY OF PALM DESERT W 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 where J noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. INSPECTION SCHEDULE NOTE J REFER TO THE TITLE SHEET FOR THE CITY OF PALM CO 3.05 Controller DESERT'S INSPECTION SCHEDULE. W = Z A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical H a G service shall be coordinated with this location. NOTE: I—W U. ANY CHANGES TO THE APPROVED PLAN MUST BE Q a 0 B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR W Q VU C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. APPROVAL PRIOR TO INSTALLATION a G Co Z W 3.06 Control Wiring co NOTE: _ 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. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND Z C0 0 HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF W_I IL CC LL B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline WATER IN THE IRRIGATION DESIGN PLAN. ul 0 H O with tape at intervals of 20 feet. LU O V 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. NOTE: 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 remote TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT SHEET DESCRIPTION STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR control valve. BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT IRRIGATION 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 FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. SPECIFICATIONS approval. 01 SA18TK10 DESIGNED 3.07 Valves S+A sweeney + associates DRAWN A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. IRRIGATION DESIGN AND CONSULTING . These plans have been reviewed by the Coachella Valley Water District in S+A accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECKED California C A T E R P 38730 Sky Canyon Drive,Suite C 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP B. Valve shall be installed in shrub areas whenever possible. Murrieta,CA 92563 the local governing agency(City or County). "Approval of this drawing by CVWD 951.461.6830 p-951.461.6850 f staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE 1/20/10 O C Trees,plants,walls,and permanent structure of any kind may not be planted or C. Install all valves as indicated in the detail drawings. emailCsweeneyassoc.com www.sweeneyassoc.com S T t installed in CVWD and USBR easements or ght-of-way without first obtaining an JOB NO. 616624 D. Valves to be installed in valve boxes shall be installed one valve per box. Murrieta.California Austin,Texas Ft.Lauderdale,Florida encroachment permit from CVWD. CAD FILE 10 414 4f4c-1- 3.08 Valve Boxes DAT TER MANAGEMENT SUPE VISOR NOTE: SHEET NUMBER A. Valve boxes shall be installed in shrub areas whenever possible. NO CONFLICTING UTILITIES WITHIN PROJECT AREA - ill 3 cubic boxes shall be installed with their tops 1/2 inch above CVWD PLAN# DEV LOPMENT VI .E SUPERVISOR B. Each valve box shall be Installed on a foundation of 3/4 Inch gravel backfill, feet minimum. Valve bo p the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 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J : :: .: �', � 4'�.S'. �., � �_J: ]� ,�.,�� r : � :: �� i� � � �i ', _ r� :: - I I . '. g�g ...........1------------------------__ . .: s 1� kk-,-��, :� . 4 . ; ". , �", I : -.--- - : _�* r .. NtO�.. : � ..-".-:,,'�",::���'�""�.*,�i.',, 1: - ,� -,, . . - :� : �_<� ..-:: " - " �� : `-�Cyv.*!i: I ._:!� ;; : , - iii if ; 7, �: / �11� �,, ; ;",".. A. 'V�;"C� �i :/ - * :: : � ;� : " / ii �; ,�, ,�,�,f��,-/�.,."-.,"�"",-"�,f,,,, :: ;� '..��','- � . . , i . - , ,:;,,�,-�!�.' � � i , � ., -_ _2 !� ,�, . _�: � , � �,�, ,-�,v, -_.....;� :; � �, ..�� -;:; � : _. , . w I . .. :;......... :; .1.1, i I :: . , I : .. - ; : : . � . . _; - ; %., _' " '. � 'X5_;.f'1,X1,�--'1 . t , - �! _., � �� ."! -1-, "��', '� .�,�` 61,�,' , . 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THE CONTRACTOR SHALL .I.. wl, i� :; I A�. _`�_._.-._._._,_'i! : .. . .. , i .,�.;�V.,., . : --- . . 1. , : ..., -, :: � :: : ��:,;,.;�'A"`.vA: % ) ! ��,, !�:,-,, � . , , 1; ....... :_!==,_...... -.-...j.-.-...:�...�-;L......- \.,,-,�; � , , ,::;")� - : :: : I- � : V 36 , -- __ ,/ . , , . 1: I . -, ..... : : :: I :: : � :; I I ' i , :�,:',',��.,��. p :�: _ . �...................... , . - . : - : I 3. ; ;;; _.�. --- m--,_5 I :: 1 1 , - , ;",*�,�,:,� ;.j,� �i :j : : ::: ... .�... I : ., , ; .i �! :: :: : -,,::::: -1-1-,-,:�', --i,�:.-. i; i � .....j�� �'�,�!-4. �j� ��i. : I : : :: ".. .. : : ... : . ; ; .Q :, �/. �,� �-�,.----- :; :: �� :: : i- � � � ."�::�. , ::� _,?a i� ;: Y : 1. : : %,.44 ::: , � " _�. , _ , 1 � . INSTALL ONLY THE 5oiL AMENDMENTS ;,�_ :�,' : .1 � , , (,:�:Y',. : I I `�.-',,;'-..:,-.j',*i, . � ;�............� , "i 1's`_', �_, �':'�'�*.. i I _�.�, - I � �._ .. . , : �: � :; :: :: : :: ; `_, - .. i i ;i��,-�_`/?"*,�` -"l ___6�:�' -..*,>�-'*'-.,..�'i��,.....�,�,,�. .1 :: : - I . V(24 11 .__ , , � 4_ :: :: : ; ; * �;_-;-1�11�1�;,��:�_i.'�, - i : 4 :: ; I I - I ; , ; I .,�� J : :; : - :0i : : 1---------- . : ..�� -- _�.....__ 1, ft,�,;: AID�Zlltj -1/' ... �..........." I 51,= �-I ,� :: *v��:�: 1. .. % I r R-1-1m ," 1 4:�; :: : �: - ,�Izt� �: .... Tl�: - ��,, :� : : 1.� RECOMMENDED BY 7HE' 501L TE5TIN& LAB �,';'.,'.,��.'e;�-, ;��-� ; Z. .. ",:,�f ��-,_O. . : \ - -------:--,::-- I., � ,,, ,.�.". : !i � i : ::: � ::; I - .-11.1'. ., , ; �, f, . ,7�r�: .. %', I ; ,., � ,��-�L'I..,-*:-�Z-,��-. � �,��,,`,_�6--.0 :... ...........�!�........ __...7. ........;...............................: � ,,:,,,�.' " I _�_; : q � :;: I :.. , � .. I q , ! �,�,,�, I ....j i !:� xr. , , .,.�'.`�, ,,,;.,_;,, . ........I � I V(36) . " . \, � .1 .1 I ; . ... , �,.; 41 0 .... ..��._ ��.....I..........--------............ _:�: �, % I , ; :!f :, )� � . � .: : .K � � I , : �; ,. � � : "k ;"'.. I fi : : - %::�. : . . �: "' : I ,�,, / AND ONLY TH05E APPROVE0) BY THE . __ ...: � . . � \ � 1, . , -. A-',_�. 1. , : --��:fl 0 1 1 1 1 i I / � I : . ..: ; : .. : .. z . / _ , : : : �_,_, ��_, � ,� i.,�.'��Ir H , I I: :11..".: : ,I., ,,, z .. -.',-...1 -:� ,,- I , .; .� I �, .; I : '. � : 1, , ,., � / 'k -: .';��:", -,. : . ,� :: i I � . _ - / : . : , .: : �._ : . : _�� . � i ; 11. : , I %. � � : ; '. 9...............�......�...... � �.(:!._:�.;��: I 1. I . ! ,," '. :1 � I : �G. ". I ! : : I : '. � I I 11 , -, ,*-. ". ; : i ---:1- -:: * -..;If �;�v,5,,,�,-_,- �:�3:;.x;-�F � :; . : . , , - � I z ,. e.;;,,.,, W .;:,:: i �,- ,--*-��? � ... I I , I " _��,�`- 1 ii V �,;�_-�:-�,,;� , 1 I � I ".., , `*`�, I�:::: _ _`:�*,�*`�'..`-` I I , I I , / U / t . , I i. I I `�,4'1,2? I ... ....:"*:,: , . ,� I 1j.: , , , . . 11 � . ;� : I . . q ��.� � .." �..... .. : I , " , �1� 4 ;�.- I ".-, ".:.V:. : I i ..�............................. .- ,""��. � \ I I _, � - , , fM , .:: ,Z-, , . CITY OF PALM DESERT 11 ,:�,`�-`-:::�J�; '! � ; I " - . . _. , I � �: - �..";��.�.1,1 , . . .: . , I ,.I ;5.�'?, :.� ': I *1. - _ 1.11- , :: 11""r," ,�,', ��, . .. `,.'�' �.... 1-1,1.1 , I ;,,; 1 --�,6". ��,_ _� , ,; . - � .N..�; .,1 , , . : ; , ,v.: 1, � '. ., : : . ::. I ; \ ---�J -," :_._�,:,%_1 f,-,::, _ : I : : :: ; 1, : ., � ", �, .1. ; *� _ I .1 . . 'z`1 AN -2/- 11--l..., 1. ;� :: : � ; : :: I z _'.� -.-'� �, _, , . . . . , �.' , , "':-, _ . .. / ..' ' , ,,,*,`_:' '_i�,�" , .. , . - 41-1 I;— I �. ;; I I ; ` .1 --"!��:` : , , z - , I INSPECTOR. IN COMPLIANCE NITH : . : : : , .- "p`�. - , i � : - - ,:�,,',.:*.,`.*.', ; ': \�\� z X '. --�-�,V;�-.,-' ;, , �:=, _!.� , , A I i . _,� ...", ,,, 4. � : . , . _' : -1/1_1-� r 11- :_%.�..�, ', -!� -:� .,�'� . . �; .. 1 : �, _ . : : .. . P.,""", �`,' :: � .f I I , .OW1111"..z- " z �V�:;..,-'_-'� ,���x � ;� I ,� - `* : I :1----------1111 ; '. I . ______L__. .__..... .......\ -.-.- z '. _!'.'._. ,,�!/ � i :�� . I .., � ; : , ,< .. , ` -- .1 ;; !�................................� 1. I ... : : Z1.1, I z :....%,-1:f,�1'1: -; --.-.:::�,.-.-.- _`�,� ,-*'. V, . 1?_.1. A,�,"i,�.�,, j !_�_.. _.. d - � _: -11��,`".."' ;; �i 0 ; � , " 0'. � �. I,' _=J i! I .. : I i�i-:t��... .................... . : � . 1-1, - 4; � :�, , ! . . 1-............. ,�, ; _'. � �'A' -- ,:.. , ':i.1, "'- !; Ili, ".'. -,�� ':� "/ - PLANTS SHALL BE , I I.; : ` - 1,-.-.�z,z�_.�,>.`-.,,;� IN_- , : . _/ 11 .. ''Ill : ORDINANCE 1551� 16A';.."*150� �'�_,, ::: i � _. I . 22f.'�, 4---I .1. , :; . ........ ... , ;=LAN �� ,.,.�� I ;,..�.. j I ; , Ln � I I . . ;: ��-,- - -,'�_.--��i` - -- :� *... 1 2-4. - : 111.11 , . : : ..... "', � ��f I - :; ; . ::: - m� " -�P:.�.,'K , . :: .: , -14:�:�:,�, - ... ? ;; 7 : 4, .I.- . i i-1�r :.�, 111,.. - . i � : ,.� ; . `� , '. , ; � -1 I - . ., I j : "l-�-'t,-,.'',T-.,-�,,-' I I: .1 . ��:�,4--:�i� . I I : . f : � -1 I.�'I-�4. - l�` -�' , I . . : +: F.�. ." - I 2,;-1,"" : I ..���_ � ;",' ': � � .,,.,,_��.'.,:e,,.-.._, : , _�_ `;t -`.�:��-,:iz�;'-�"-,::� I..........�.. ,;� ; :; I : I -. F��.--',,-,.,,�..�.""":",�-.�� � . e � i BACKFILLED V417H LOCALL-T' PRODUCED 11 ; I I . ;:: ij ..�� � .............,; . � '�.ii'. `21'._�.51 : e ,,'.v',.` � : : 21 . :: .. I I , :, . I . � . : : �: . I * : ; : ;. �V . � : H C , , ......�____- ; .I .- � ,�,� *::"., ....... - , i�.,,,.;A X�:`�-'?'.,' '1�1 : - 5,P-,,J :��-, .. p :,-.-`---- I 11 ��:,��:,.: .1, - I E(5,6)1 ; I ; ;: p�, ,;?e�-, : * .: � . ;, . ... I '. 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VA ' :-' I ,....� "-':"�,',.,,,�,�.",,.N,-'-: ,,--A-���--"'-' I NOTE : 0 co I I , 67 H DF,ivr � � I Z CD , a ' i I � ; � � 3: CM I TOTAL 0.\/.N.D. 4:,.\1.NZ). ALL PLANT MATERIAL SHALL BE APPROVED E3-r LANDSCAPE 000) ALL TREES TO Br=LOA BRANCH / 5INr_7LE TRUNK (A.U.C.-O.L.S.) I I (N111.0.O.L.S.) .,ARCHITECT PRIOR 70 DELIVERY. CONTRACTOR SHALL PROVIDE 111-- _5 .< ") 1SINr5LF_ LEADER 'JOB � V , I I I . . = 'no . - 7REE LE&ENI", RE61ON-6 - - INE LE&END RE61ON-6. LANDSCAPE ARCHITECT N17H FHO706RAPH5 AN SPECIFICATIONS cr I 0 < .< allANTIT)" NA7ER NEED S)oIMBOL DESCRIPTION I OF MATERIAL RECOMMENDED 70 BE PURCHASED BY THE 62 = 3: zm S'l"MBOL DESCRIPTION SIZE/ 51ZE OUANT171" AATER NEED U.1 or- 5PAOIN& CONTRACTOR. FOR ALL TREES ABOVE 56011 BOX, CONTRACTOR ice 0 ix .-% AB(5') 0 BOU6AINVILLFA 'SAN DIESO RED' 5 6AL. 25 MOD 0.5 .I I z 00 T_ o ALOE BAINE511 5' STH. LON 0.2 ; I . I SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / 3: cy 0 to � BOU&AINVILLEA (ATTACHED) . STAKED d C-4 0 0) TREE ALOE SIN&LE TRUNK a � I I I - � 5HRUB5 24" BOX AND UNDER, CONTRA07OR MAY� SUBMIT A 0 %.o* I � MATCHIN6 . � LON I CERA ,JAPON I CA 'HALL I ANA 1 5 6AL. 10 . M05� 0.5 1 ."REPRESENTATIVE" PHOT06RAPH. LANDSCAPE ARCHITECT AS(SEE PLAN) : I I-&- HALLS HONEYSUCKLE (ATTACHED) STAKED � . 1. I - . � 0 ACACIA 5TENOPHYLLA 241, BOX 2 LON / MOD 0.5 . � RE5ERVE5 THE R16H7 TO REJECT MATERIAL 1:;)ELIVER-l" TO THE SITE >_ 5HOE5TRINC-7 ACACIA 561, BOX 3 � cc _M_ PYRACAN7HA CRENAT05ERRATA 'GRABERI' 15 CAL. 3 MOD 0.5 N07 PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE 111111 LON BRANCH FIRETHORN (ATTACHED) ESPALIER APPROVED PHOT06RAPHS. _j AW(48) � i � < 0 ACACIA NILLARDIANA 45" BOX I LON 0.2 1 - . � ALL PHO706RAPHS SHALL CONTAIN A PERSON OR MEASUREIN6 0 Co I PALO BLANCO SIN&LE TRUNK ! I I POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS Wz :% LON BRANCH I : z I � � SHALL ADDRESS CALIPER, HEI67H $ N07H OF 71:�,EE / SHRUB. X5 W ! CV(SEE P CALL15TEMON VIMINALIS 241, BOX I MOD 0.5 � � � ONLY PLAN75 N17H 57RON& TRUNKS, C700D BRANCH CONFI&URA71ON II-_ CL 0 i I . II`_ N� 0 � . I I de W .j BOTTLE BRUSH 561, BOX al : ! � � (L i AND INTACT LONER BRANCHES NILL BE ACCEPTED. < 5IN6LE TRUNK i I LU< 0 i . I LON BRANCH : - � . 0 0 I I I . z CO) Uj C%24 : RE&ARDLE-55 OF PREVIOUS LANDSCAPE ARCHITECT OR ONNER CITRUS SIFF. 24" E30X � < in co 5 MOD / HI&H 0.5 i I I i CO Z UJI CITRUS (IN POTS) i . � APPROVALS; THE C I TY OF PALM DESERT LANDS r_�,APE I NSPE07OR i I I a i (DNARF LEMON OR LIME FROM COACHELLA \/ALLE*'r 6RONERS ONLY) I . I I � RESERVES THE R16HT TO REJECT ANY AND ALL PLANT MATERIAL. R5 2 DV(1 5) ! . I I I . I z cl) 8 .-ci i . � I .. W_j 3 IL 0 DODONEA V15005A 15 &AL 5 Mor�) 0.5 1 0 CC W Co LL HOP SEED BUSH (IN POTS) I � � I NOTE: __% W,310 - ! TREES, PLANTS, NALLS, 5IDENALK5 AND PERMANENT 0 MO � W CH(48) CHAMAEROPS HUMIL15 451, BOX I MOD 0.5 1 . I � STRU CTURES OF ANY K I ND SHALL N07 BE PLANTED, I NSTALLED I Q. II-_de �_ 0 1 0 MED. FAN PALM MULTI . . 1 -_ -_ � . � � � OR BUILT IN 0VND AND U55R EASEMENTS OR R16HT-OF-NA-�r SHEET DESCRIPTION I . � I NITHOUT FIRST OBTAININ& AND ENCROACHMENT PERMIT FROM TREE &VINE I I : . LI(36) : I CVAD. PLANTING PLAN 0 LArvERSTROMIA INDICA 561, BOX 2 MOI�) 0.5 . : RAPE MYRTLE 'PSATERME-LON' LON BRANCH I � . - : . . DESIGNED SMP MQ 36) � I 11 BOX � I : DRAWN MELALEUCA GUINOUENERVIA 36 I MOD 0.5 ; � ! . These plans have been reviewed by the(oachella Valley Water District in 0 � I . SMP I C,A,JEFUT TREE LON-BRANCH : . � p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECKED i 65597 et seq.requiring efficient landsca�e and irrigation design in cooperation with SMP � ! I the local governing agency(City or County). "Approval of this drawing by CVWD OE(SEE PLAN) I � ! � I DATE : staff does not constitute approval to encroach into district and USBR Rights-of-Way. OLEA EUROPAEA. (FRUITLESS) 3611 BOX 5 MOD 0.5 : ^ Trees plants,walls,and permanent structure of any kind may not be planted or - 1/20/10 � I � S T I . JOB NO. FRUITLESS OLIVE 4511 BOX I ! . instali,d in CVWD and USBR easements or Ight-of-way without irst obtaining an 0 � (016624 : LON BRANCH � I � I 11 I #1-.0encroachment permit from CVWD. P ;0�,_. CAD FILE P AZT(36) I I I I I 5CALE: I = - 10, 111__/� PARKIN50NIA HYBRID AZT 561, BOX 5 LON 0.2 1 1 i I DATE VWTER M AGENIENT SUPWVISOR SHEET NUMBER 0 i I � I THORNLESS WrBRIP PALO VERDE LON-BRANCH � � I � : . � I �/ . i iiiiii'lli���������� I i jjrA __ YR(24 . � i 111 ./11. ltiiiiiiillllll� ,���._ ' i �,,� �'11 1 , 0 '�rUCOA R05TRATA :241, BOX I LON 0.2 1 . , ��,��-, , - c/D VEILOPNIE�XRV4CE SUPERVISOR - BEAKED YUCCA 5INC-7LE TRUNK . � I I "I'll ''I'll, ..jM171"111�M� 7; .J171717-11-� I- I CVWDPLAN# L�l 2 � I �� 111 .1111, � W_ "7w1_1__1 . I "Ill"" � I i - — , - __ .. � � � . � � 1 __ (:5 1. (�-�� �� __ / :�� -------- P I '11, / 8) n''___ ,�, I I /�� M �),�`/,� IN POT i � I., NORTH 01 I 101 20, 301 . 401 . I OF 15 SHEETS i I . ! 1, I I . I � I I I - __ - PLAN SET "C" 3-29-1 0 . � I � : I . L38700 MAR 2 9 2910 - - � I � I I - - -___ - ____ -" � � � - - __ - -__ __ __ __ ___ - ,� --�-,--,--- ___ __ _______-- � -- ____ - - __ -------- ---- --- , , ____ ____ - - __ __ __ - ____ - ____- - - - ___ - _____ � : I � : I I � . I I I . I � I . . . I . . A I . � . . . I I . ! I � I I I I . I I . I I I I �� - - __ - - . i I , I � � � . � . / I I � I I . .., ' ' * .. - , I - I I I SOIL AMENDMENT N TE , * . I . ... - . � ..:.-,....�......�....._�. : I . . I - I . i I � / - ''.1-1-1......� ... . .....-....... .1 A: . I 5 ... _ . � _ ...... � ; � I .... ....-./ '"' ."', . ! I i � , _ � . ,. � � I 1 . ....... ... ..... _.`.. ..'.... 1, ; . I 1.____......... .".���...."",..."",..."....".....""�. ......... .. : I . .�, \ ......I 1- - ........�. . � I I - I �� .. '.. .. \ 11 11/ .... I .o i I.�i , I. ............����- -7.. ...... . 1.1- . I - . I .......I. ........�.............- AT THE CONCLUSION OF ROUSH SRADIN(5 , . F. I : .1 I i . � 11......_: - 1. _ I, .. .I.- .................. . - '.__......;.............,.----..-.,--,....-.... ....... Z, rl M, , - - ..'......: ,9 ". - .. , , *4 ��� � gIIq� '_ . ," _ I ................ �._ . I. 1-1 I . �,, - I I 1,1,�--,--., A.- . �----w.� - -,'I, .. -. 1-....,__..7.. -11 I 1-i"..."....1�� I I,.� .., . :" . A . ,, , ,s "",".. ... -, , " / : , I . ,. ,,.. , �, �,j . . I --... ,j I I . . I ,j . .,�,�.,%:)" I ...-. ., . I "?,III I I I �I�-...- I I I.. I *," ......� .. �-----........,-----�-,........�,�.-......... ,i - . I ` . . � ......... .. -�I`515 SHALL - �,�_ 11 9 :: ; A � & IL5 ANAL 11 k � . I . ,4_11111ii% I..................�.......�----------� __ .�; � . - - .� I ,�. 1 I __ AN A&RONOMIO 50 �_ :: . . V . � ........ .1 / .. . . .. 1......�..... _11...... .. - .- - 11 . � . . "I .............�..............-............�.......I I.......... .....�-------- - --------�_...�-A -.:Z��j...7.....��.�.--r.....�.-�........�� / i, I.. \/ � \V/ V i Q , 11 _________... ------ ...11" -................. _____... � . - I.. ____ I-- -`11-11-1 I *'***... ... .........-.....-.............................- . / _.............- : ( V ,: 911._/ "I'll . . . = ,� * �- . �'::_Xi 5��'�Mll . : - _...... 1� BE PREPARED BY THE CONTRACTOR AND I I I .... . . I z, , ; I : : __ . 3:,_ 1 * * : ............I 1. ,.; "9_ � �,, .... ,:. I .1 : ,-4 I '' I P1 I . . .__11-=:r::,_ . 0 "' : . : 1- 11. , 11...... _*� . '*\ � ,i . ./.. " �� Nb5OAPE ARCHITECT :�; P) ,�. & ��U(5) . (S 0) . : I .,,._�.�.. :. �.( , �` 1. ( : . _-� : 11... I ., FURNISHED TO THE LA .:..... ,-�,-,�:_. � - . ... I �-, I i.1 i.: ;I ; )_ -,._::� .� : I---------I---------------I------ : . " .... \, i, : . � @ W - _�: A � ..... : DO U : : ..1. � SUMMERS/MURPHY&PARTNERS,INC @ ?" - ., : 1:, I I � � i�, 1. �.._ � . . . � i : . LANDSCAPE ARCHITECTS .11 �:....... . . 11 � J- ,- :,��� s..,, �_ E ; .______- --- ------- - . I * �! : 13 � - . : X I . . � I . . : I . AND THE CITY OF PALM �DF_5ERT 1 , � . . - � 1, : . I I . 11,�,' . :@ .....� I 1- .. @ ` X.;-1.,�-Z1`.�`,',_," , - , .- I I . /: , . I , , ,_�, �: z I I ; � . .. I - , I � . 34197 COAST HIGHWAY,SUITE 200 ..,. I . % :...' .9 ,�. . I �, �: . :� : � .. ��...�� ..... - . . I 1 . . . - , ", 1, , , :......� . : : `* ; . _:.. - .I-- --- ". : .� � I �i i i i i 4�-. � I , @ " . ... ;�i,-�',,",�.'��*,;,,.; ""':.!�_ .:� 1'�"Ii/�",-/. . .- � . � 1. . � � � . . - . I . , ,, . I - � : - . . I : : "*,* . .1 .1-1 : 1, . . I . ,j : : I . �.. . :. , ,: : : ; ...- .1- DANA POINT,CALIFORNIA 92629 . I . I . . . % \�v .. ,,- t :* : : ,.: - � : ,: : : _. . I . ., , , , - V @ I .11, ��u ... �, �,,�;.*�""",".,!,"" ,�,--,,',, , " - .1 -......- IN5PF HEIR 0,EVIF-A AND . .. i;@ I .1 . .1 , � I :. ,�,,�::', , , _. , , '..�:,,�: , . � X .. . .. . . . I . � X I I . � . . 1. ;: * - , . I � I. . . I I .. . . . , _�, :� : ;. ,. . i� ::: �: ,: :: ,�� : : �1� : . ; I _. _1 I _07OR FOR 7 (949)443-1446 FAX(949)443-1631 . � : � . - . . . . .I � . . . :; - �'. ,� , , '��,- , < �_%L,'i � �. ��. ......... �.� : .. . - I I .. � ..... . !�� .; - ....`_` . . . , - , - ��,' ., I I - -��.--- I � - , .,_1j..[J . , '11, . � I , : :__.-.",-"_,-,--,,_---.,-� - , ..i�. :1 11 . . ,� .,:.:'..�................... .'. , .. , , -1/-�.� .�� .: ! 1 ,. � : . .. , �__ I : /a '.. 1: � - . , _:.-, " , ,- .; , I .: . *I-;��-> - . . ,� .. ;�� __ , �,��,��/ li�.:: . ,, . ,:: �� il ;.....I— ! : , , - . � : _' - , , 1 :� .. �. : . 11 : -1; , I - . . I ..... ... . I � -- - , . � -i ., ,.,...-- I- � .., - � , � . � : ------------ �., : r_ _ -, � . . : . . . wf:--:�,_"��,� - - . - " , '111;,�/`,:',-- 0 ,.,, ,/"...". N .A/ \\\ - �:� :i . ': 1 ,i :: � : : .." .", . - .........__ I ,, , � : : ,.", : ......11 , . . : ,X I., I : �, . .. :__ : : .. ---------��, � . : , I :. � � _� __: �&�.e . . �� - i i ..�1. ,,j " ,". '. . � . ..... : .: .�: i:_: i : : : 101-1- . . I , w I I � I . . 5, . -�','��!'1_,-,-`.:.-: :". __----,-_,`, - -;�.. : I . ��_ " V - , W "I"'W.-_ �� , I @, -,'. -,,�-."",v,;,,.�___._- - . , /;� . APPROVAL. THE CONTRACTOR SHALL ! :@,,.i-,. --.,�R 4 , �1. . is?, ,� '_�'.; , I �-/:��/���'��XXX.�. - X .. _----�....� , n16 -, ,?z .. . , ,,/,/1/�, . "/' , 19 - .:7�� , : ; : . ......":-.1 ---�. ... � k ;:_: .]: !� " - � ` , ;;��,`-,` i ,�, � . . I � - .� .i , . .. "... : ��. � r , � I .1 � , �: � . . ,.,, ...-,,>r,-/� .-,?y . .. � : fT I A 11 � .;.:,j...: � . 14�1 ' ,* /_ /,�'./ _.6.� ; : - � I I I I .(W\/ ;_,.�. A .-o!,�%__,-,:.1j1 - " �� �,., . : �: , : : :: .. . ....................: I . - I .,,, .-.ALA: : � . - t:_ -::,- � .. _1`1 I . - � . . , _...., * ::*J�::::__.,--`. ,z.0 0 ;�k�) . i �... � ...... : F.-W." ;...- ..�;W,,@�@ . j , , , 55? j _,� - < i I , , . .�,]� . '' �- i , ,.>:>-'1 INSTALL ONLY THE 501L AMENDMENTS = � -, �-5,--,--.'i . � �: : ]: �_ " I -.1, �1,1_: ./-�-:ii:; :,.��:i�-*...;i : �� i: ' ' ; .� .=_:....................... .11 I . _ ._ . .. : , q: F. !� :�: ; _. , � , . 1 . I .. 1, 14�y I.... : : �i : ., . d - . : - I � )SCAp .1 . .. - - .", : i ;...:!,. . � . ...... . . � � .. ,�!,, , . , � .- - . . I - ,;....�� : I ,�'�'y Y';K/- , : : ��� p ,-.:� .I :. -.,.:>, -� , . ;!, .i. ; ��:.j . : I:: I � -- - . . . . . ; .. I ,: � : K., ��: . � I i �/.. "..'i, .,. *�,x _:: I -, ,* "' " �,�.. . I . I :0. murpt) -,o"' I 0 .�W(R . � 1� i: i� - �,,��:�/:-" �. �_ "', ��L, 11 .1 �1�6..>./,Y�r�,./%� , 11 (E) ".. , ,� . � , -. K �,,O�N, iJ,.�:,_,----�"' I � �.. , _:. ....�_,@ V ..,�, / .1 X>1 N/ _�;�,.�, .. / ., , : RECOMMENDED 5*'r THE: 601L TF-5TINr.7 LAB . @ , L; � ,'* � . � .. 1_�1�11.�, �:<., �1`5 �/ .-��i : _e,��, . ''. I .1.. . , ' ' . . . :�....;._i..:. :. - . �. ..;.�� ,. , �4 �.:: �' I _., I :.:( : : : ",: � - ,/,/� 4\ : , - . ��:. : . : . ..R (g. 'a I i __ A� "Y"X/ . : �'. . ,,�� .,. ��-�;:�_.; :�F....:L.........!: I . I . .��: - .,/ ,." , . . -, �p -� -,;,:�- i . .1 _�, . I �, � - I . . , ..", - 1 . 11 _�_i �: : ., ��.;�', - ,,.-,,,�:,_.,.,�_�. �:, ��, ..1--.W.. �...........�.........-, .. � -r THE -, :_ . , . , ,�J-,, ._ _� I . .. � � ; .: �0'..'/...'-w, " * _,, , . � . �:1 8? -Z�,> ,x _,.//. f/--... . 1 .. :.,�->,�,.�'.`,�. - ----; I ., - . *r, , Q10 i";;_ F V ,,,, ,../�/�*`,I",." ,*�/��"/�-,><., . , . ' '.. - �,'.' : . /ED B' V . ........ - - ,.;� 1. / � ,� @ :.., ,1 . :,�...� � �: -.� �,ji : . I i 1. I - . , � � - - ,� . ,� ,,:>, -�v : �. e " _, .� . . lii. �� i ��, _.- . . .....�......;'�:_'. . %:2 11: 'r ,-.1,1-e < . , ;......; . ,,�,11�,�.�--.',',,,��. �., ,; , AND ONLY TH05E AFPf�P,O\ .1 . : . " , - I . . ; I - . :' .. . �Y : . I . 1 . I . I . "" , : 1� m I � � ..'-i......; � : -��,:9,�:,L'*.�, '' � ... .. __ � . I . : _i. : :�** -:.- *1*"x,*:/�.,,� /��-" ,/ x11,>.;,. I ; � .. ':, , _.. .._ ". . I � . .. ,"�, , -, .1 . .V...�,::; - I . � W - ]R":�,�; , w *,-, ��` .. -1.1, . ;... .. � ,.`-----�-.--,,�.�--, ,�. � : . / C-1-1 , SA I ".,:", - -* - � � . � : ./ .� , . , 1 SX....�,:�,:-";21,1 � .". ,4 0 - ko, z a :.::,,i>... , , @) �-*.#:- . T ; , . . ;� ix� .. ,_ , -IN9:5 i* :�...* ...:�, ij . ,i ,;.?. . ,.,:,:,< -1- I I r 'i L._.......j i � :i. . I .�., ..'. , I , .. _ I. I I ; � � ,1: : -, , :� ; . � 5 � . ,.�. ... , ., ��: , .... 11 . .. , ,?'. �.,.�, :,ff�., ", ::,, , 1, I I V - �V:2,1_ .. 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L,�.�i� : :�� : , : . la .�,.! . . ., . / . . , �� , w..", 6 � ., . -, � _: � _*_..- ... . INSPECTOR. IN COMPLIANCE A17H < :: � : 7 1 : . .. �- - I � - . _,'L, � .�.-I.J.--, \--f -.,;j:` ,�__. ., ;' �' : jl : ; I I .. : I . . . . __:� -� e :1 � � ,';.":�� ,:` ` " , - "' I �� . : 1. I 7-31-10 - _ _. . , . " - - - 11 I -7 , ,� ...�:_ 11, 11 - I _ . . - . ;,_: . � � , I z / I f - , .," � � , I . --.1�;,i1 .i ....,. ___ 1; � . �. 11 , �i 1 .�:l�:,."",,��".,-"�*."..,.. ""."I'-�, 1. .., 1..... . ,�. .. A, J2. ., ,, � ,� , , : : 11 -1. . ._1 . �._, .�. I I -'.*,' , . r� .:, .1.*.1.1; .....1,�::::_.::__.�, : , . , I i . !� 5 . - �, ., .�: .. ::: , '. _� , . , , .11 iv . � . �, , � , � " - . 1. . ` f \ ,� - , x�..:1� I.T � �� . .: I 1 . . : : . : ;: ;, . 'M4, ORDINANCE Renewal Date ,,,��,�:Iz-�,,'. ` i , -"� L3, _:._-, � ::� I - .4�' - a "".. I ":?N" " :� 15a 1; PLANTS SHALL BE I 11 4` -, - , .1 - . 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I . .�----;-,�_ " �, .. , -� e.,`�,-*."� - \ "I" .... � , � _. .7A"// - I* '(D:.,.-: - ,��,��A.-:',�,'-.,�X_ I ,��,,';.,sh,,',,.' ' ." 1�� I. . W I �_?. _ :, ,. : , , - , � I �� Tl_� ......� _1:,!_ :-,::. , .. . : % , ,:";� -,.� .. . : . . � ............... �,�� :4.� - - _:�:;�!; ,;"/,�":,--"--",."�,�:.",?":��:'i::..,.",�"'-,�,,, q " - � � I . �; . '. : 11 ..:f4�. 1 ....1 :".":%...... / ::��.%* 7,77,-; , - i 11� ,��i..,,' . '. , FRAME THE ENTIRE TR ��.,."��"-�,��-,'.�,'�.'��,�".,�'� ._- -, J:.:�:�:,�:�:.�:�z,`� : I . "..k. � ", ��` ,,:.. �,.,,,��:��i, e ; .. ,]"', � -�� �:.��e.-�,, . / : I............- , , ,_,_ , I .1. I ..". . 1. - . I , 17E / SHRUB. ' ..." ,_ ,� - 11 ....__............... - ,,�,�, A - I .1.g .. I - 1 :_ � , . .,; .' ..., .;. . w / I . ., : : U. l.'�, I 11 -I.. , ,:...'.'� � . ( J/ - , .. I , . M.. I ��� * ,,, .. . . I .. .1 � , 1. , . : ; ",-, ;, 1��. 1, ;,. \1111"... 11 '*,,,-,,� . .1. � .. I 1,1.1..�_��,.�Jl� . I � . ... � � % : . , , : I 1. � � . :,�::,:....�:�,,:�,,,.*,.,.:::::::.;::�� . --z:_ ...],_ ._. ) -, . , " ," 1� I , -, � , � �!i , , "' -, _�,*11�:� _ " � . -, -� - .� 1 , Zz� ,� . .. .�4�� � ; .,...��i�:,�,�,���.Y,���,-,';,.i'�!��.:: /� W , - j I- - I I �,�..;.,.'.....,z,� / : / ,4,>""_�_i 0 ...... / , .1,1, k_.� . I I I I � // _ �i�X;,��;(� �, SPECIFICATIONS SHALL ADDRESS CALIPER, ___ -, � ..: , , "... ; . ; - : lur�,�V.1:1. il "I �,... . //* :�� _.,,� ��::":,!,:: . "I - I :.u� ': .. , � I *�,! I ; . , 7 �., ,r I I y I `::, .i - � . I I. . I . I . I , - :., . ,:`k.`:,1.1!::� -,i� �,-�� HE16TH $ AIDTH OF TRt=E / SHRUB. , I _ �_. i " _. I 1, __ " " 1 ., .1 I .11 ,�.�.D�:�:::�,:;._ / I �. . '. - : I/ � -1-1 ., � . . .!,,,' , . , ... I 11. I (", �0, W I �s. ;/ : ij\ . I � ,I 11 I I .l / , ,:-.;.!,;-;� 1, .1 �,. : -, �, , X .1 : I . . I .��, _j . . - 1. I "'. ! / / , " ... : 1. . , . . . -.. ... ; .. V r, 1.*�`;.�.".- `,/� 11 I ( ,,��--,,,,' " . . ,�,w,_,_;"!:;�, . I "'. ONLY PLANTS NITH 5TRON6 TRUNKS, 6000� 0 _. ,;/ � - " 11 '� I pq ..1_.=!!!7" =_.. ,.�.,,.�:;�'.-r-'�,,,,z�,:.�,,," ,i..,e . & �, - - - /�' :� _�- ,i,r:, t, - �% ., .. (9 I.". 11�._.__�'. i 1 -9 . . /,.1 '.::':...��:211 "'I". . - i # ., ��4.�i,-� .; g,--�.�,: -:i/;;�'.,,.�.�.)L5,-�. -i---. I . ;.,, .��_,. ;6!---- . -...:� . ",-`,Kl�;, ,�,,,�........ - � U - % 4�, �7;6� /- '-, ,.,;,, - I - , /I ��. I 0 , ..�,�.,. -1-1 I'll,'; 1, .� �, �n , . � cc _:�) � I i �/ �, � I �-, .;, , -..-I,. 1. �.�_ a 7. ,_� , : �. BRANCH CONFI&URAT16N AND INTACT - 0 : , -: ===t-,�' n .--, -.1-1 ,-1... % I �I I I , %........""I.." ; .. .J,,� .." s�" � � .. - t t/ I . 1. ; �:;" .I�, I " � __ _____-------.I-,- ! - , ,�:_: �_. ,� -...�_ - .,;.::�2��LL,:��LL�� __Z"�______ - 000 , - 1, '��� . � - �_ �� � . ....� - I . - � I .:,� ...� .1. . LONER BRANCHES NILL BE ACCEPTED. Z 00 I.........- I.... .: . -� - I � .- : :,:".. :,:,��,17� ��';,�.�,: /n"a . ..., :�__, _ - � - i.................. 1, .,�i�/��,�� 1, I - � ! . ....- - I �: cm . , ;�- ,,,,, I . I-- . "Ill-- 11:�..'.,W.,....:_::,:. L'..�,�'. ..":". . . VAN; ' C706H � L1'-11T OF I'NOIRK I . . 000) . OR I VE . I I I � . �- _j ,< I I I I . I RE&ARDLE55 OF PREVIOUS LANDSCAPE cc 93 0 3 � I I . ARCHITECT OR ONNER APPROVAL5; THE 1= - SHRUB LE&END: TOTAL PROJECT i SHRUE-3� LE&END: T07AL PROJECT I � � . I 0 < .< � I a Z: 3r, z co I I . * . CITY OF PALM DESERT LANDSCAPE 0 r-- - LU 5*10'MBOL DESCRIPTION 51ZE allAN717"r NA7ER NEED 5PA0INry SYMBOL DESCRIPTION I 51ZE aUANTI7**10'_ AATER .NEED 5PACIN(5 I z Cd 0 CC ,-,. I . I I , I IN5PEr-JOR RESER 5 i7HE RI&HI 70 00 V_ � .1 . 0 to I I I 0 *1 0 0) A&AVE AMERICANA 5 &AL 10 LON 0.2 (01 L F FOUGUIERIA 5PLENDEN5 1 15 CANES MIN. a � I I LON 0.2 , 1 , ''I ]5 - REJECT ANY AND ALL 'PLANT MATERIAL. I d CN %�* . I � I 0-CENTURY PLANT � OCOTILLO 5-cf' TALL M IN., I I . . . � I &ROUND Co,0\11=R I . I I L I . A&AVE DESMETTIANA 5 &AL 4 LOA 0.2 N.R. BARE ROOT I I .LL . I � - SYMBOL DE50RIPTION >_ - . I ' -MOD 05 � . I (01 cc I 0 A&AVE LANTANA CAMARA VARS. NEN &OLD' 1 5 &AL I 1 124 . I . I I .1 .. I . W : . : \*\ . . � - . - I _j I � I � . I � . L I _j A(5A\/E VILMORINIANA 5 &AL 13 LON 0.2 �4' 1 NEA SOLD LANTANA I . .. I L- 1. 2" THICK LA*"TTR AFTE COMPACTED < I . . L � L I � I L L NO 5YMBOL DFr O-OCTOPUS A&AVE � 11 I .., . 51 . I ,,OMpOSED &RANITE 0 Co ! . LEUCOF'H*'rLLUM FRUTE50EN5 1 15 &AL -7 �LON / MOD 0.5 1 1 . 11NE WZ < I � * TEXAS RAN6ER 1. . I I., I � . I I I I I ALL SHRUB BEDS. CALIFORNIA &OLD" X5 z ! . I I - Ir . I . AVAILABLE 5"r KRC -7( 744-1056, - ALOE 57RIA7A 5 &AL 2a LON 0.2 :41 � I ROCK. ( oo) 1- CL 0 : 11 : &__ L I I U. CORAL ALOE ! MELAMFOI;)IUM LEU(f,AN7HUM , I 5 &AL I I 11 I - LOA 0.2 L . 51 1 NOTE: Nvqvq.krc.rock.r,orr �Uj :3 1 1 1 a. ! (�)_BLACKFOO7 DAISY I 6 � . I I I L MOD 0.5 i . L ALL INSTALLATION AND MAINTENAN�CE SHALL MEET OR Uj< I I 5OL16AINVILLEA "BARBARA KARST" 15 &AL 21 1 51 � I 00 t= I : I I (a EXCEED THE CITY OF PALM DESrRTIS "LON NATER z co th : ! M i E30U&AIN\/ILLt=A : M`rRTUS COMMUN15 15 &AL 2.2 or;) 0.5 ! ! . I <0 co i � � 41 ORDINANCE" AND FOLLON THE MAINTENANCE SCHEDULE CO Z Uj ; MOD 0.5 0 TRUE M"�rR7LE I . a : OALL15TEMON VIMINALIS 'LITTLE JOHN' 5 &AL 3 I � I . . L (O : 4 6UIDELINES ESTABLISHED IN THE CITY OF PALM :R!5 2 : . X DNARF AEEPIN6 BOTTLE BRU5H i L I . z ca 8 ;cj . I I L MOD 05 21 DE5ERT'S "r�)ESERT FLORA" MAINTENANCE 6UIDE, Uj_j �t a. i (�) ,, NANDINA DOMESTIOA 'MOON BAY' 15 rvAL 10 ! I . Cr LU Co U. I ! . . CURRENT EDITION. b � CHR)O'SACTINA MEXICANA 5 &AL _T LON 0.2 a I HEAVENLY BAME300 0 � __% a � � W &1;)AMIANITA � 0 =0 ROSMARINU5 0. 'HUNTIN&TON CARPET' 5 &AL 3 MO1:;) 0.5 NOTE: 04 1 � : o. I I-_de 0 % : I ro I I DALEA F. 'SIERRA NE6RA' 5 &AL 5 MOD 0.5 5110.0. ; ROSEMARY S LL5, SIDENALKS AND PERMANENT I I *-BLACK DALEA : I L STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, SHEET DESCRIPTION : R05MARINU5 0. 'TUSCAN BLUE' 5 6AL 11 MOD 0.5 IN57ALLED OR BUILT IN OVAD AND U55R EASEMENTS SHRUB PLANTING ; (01 i : - ! I I PLAN ; I � RO LOA 0.2 � 5 SEMAR"r . OR RI&HT-OF-NAY NITHOU7 FIRST OE37AININ(5 AND DAS"'rLIRON LON(51551MA 15 &AL e5 ! ( )_ I I I i I I ENCROACHMENT PERMIT FROM CVAD. I *I 700THLE55 DESERT SPOON ; _5ALVIA 6RE6611 'SIERRA LINDA". 1 15 &AL 1 MOD 0.5 1 (01 I � DESIGNED I � . � � SMP 1 RED 5ALVIA I I ! I DRAWN LOA 0.2 : 5 ( ) I . These plans have been reviewed by the Coachella Valley Water District in DA5'Y'LIRON NHEELERI 15 &AL 20 � L I SMP : : 15 &AL 12 LOA 0.2 a I I pN, T �� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECKED SMP / DESERT SPOON � (�)_PEN57EMON EATON11 65597 et seq.requiring efficient landscape and irrigation design in cooperation with � : . I I - . ; FIRECRACKER PENS I LMUN . the local governing agency(City or County). "Approval of this drawing by CVWD �51 ! . DATE ! I ECHINOCA07US 6RU50NI I all DIA. MIN. 56 LON 0.2 � L i L staff does not constitute approval to encroach into district and USBR Rights-of-Way. � I 1/20/10 a� 1_41 � ! I � 4) Trees,plants,walls,and permanent struc ure of any kind may not be planted or Kly 2 � rf"\ \/ER5pNA 5PP. 5 &AL 10 4 . IS T I 0 . JOB NO. C70LDF-N BARREL OA07US I � I installed in CVWD and USBR easement 3 or r h-of-way without first obtaining an � . (5166:24 : ! L � . encroachment permit from CVWD. . I I I � . I I CAD FILE I I A I i , / ENCELIA FARIN05A 15 6AL 4 LON 0.2 (O � I 10 .,z� I : 1 . 5CALE : I " = I O' - : . L DA WVER MAT4-AGEMEN VI R SHEET NUMBER I . I . 0 � L I * I I I I . . I . I I . . �� "� - I I 1 F"77p, "I -- - ___ -__ 1.11__� __ , 47DIvxfELOPMEN RVf--E SUPERVISOR � - __ , CVWD PLAN# � I T11A Lm13 ; � . "I "I LL L 11 ! I � / (DoaD - ;sv F Iiiii, ,, 111/i ! I NORTH � 01 I I � � I , ! i 101 20, 50 4o' OF 15 SHEETS � L I . ! . � I . I - -M" � . _� �I - L � . 11 - I . I MAR 2 9 2010 PL4N SETL"C" 3-29-10 ! : I I L38701 I I - � � I I . . I � - I - �1 i I 5 1 N PREVA I L I N6 I. 'C I NCH-TIE' BY V.I.T. GO. m A 12" 12" (61Q) 675-1760 0 ° WIND 7� 1� TIES TO BE INSTALLED AT PLAN LOCATIONS DETERMINED J TO BEST SUPPORT THE INDIVIDUAL FORM. ' ' 2. LODGEPOLE PINE STAKE flFi x 12' LONG FOR ALL TREES. GUT-OFF LANDSECAPE ARCHITECTS PARTNERS,INC EXCESS STAKE TO MINIMIZE 3 1197 POINTS ,CALIFO HIGHWAY,S ITE29 0 4 I DAMAGE TO TREE. (949)443.1446 FAX(949)443.1631 5 5. 2" COMPACTED LAYER DECOMPOSED GRANITE. j - REFER TO TREE PLANTINGIFICATIO �p,NDSCgpF -- - 5 TOP OF PLAN FOR ROOT GROWN TO F'�M. Murphy �o ply 4 BE AT FINAL GRADE. 4. FINAL -t_III- L GRADE 7 5 Signature 2 X DIAMETER 5. BAGKFILL- REFER TO 7-31-10 Renewal Date SOIL AMENDMENT NOTE OF ROOT BALL & (v. PLANT PIT EXECAVATION JT9 Date I. SHRUB- REFER TO PLAN FOR TYPE 6 LOCATION TF OF CALtFD� = � , 7. ROOTBALL 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- 0 REFER TO TREE PLANTING PLAN FOR SPECIFICATiON. 8. UNDISTURBED NATIVE TOP OF ROOT GROWN TO BE AT FINAL GRADE. - SUBGRADE. These drawings and/or the 5. FINAL GRADE' _ = NOTE: accompanying specifications I- - - MIN. TWO TIES (TOP $ BOTTOM) are the exclusive property of 4. BAGKFILL- REFER TO SOIL AMENDMENT NOTE - - Forsum/Summers & Murphy, REQUIRED. Inc. and their use and publi- 5. PLANT PIT EXCAVATION = WRAP STAKE TO FORM cation shall be restricted to the original site for which they I F16URE EIGHT. NAIL W/ (1) were prepared. Re-use, repro- :2 X DIAMETER &ALV. NAIL THROUGH EACH duction or publication by any 7. UNDISTURBED NATIVE SUBGRADE OF ROOT BALL TIE INTO POLE. method, in whole or part, is prohibited except by written ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE permission from Forsum/ CITY OF PALM DE5ERT'5 CURRENT INSTALLATION Summers & Murphy, Inc. G I TY OF PALM DE5ERT'5 CURRENT INSTALLATION AND MAINTENANCE 6U I DEL I NE5. AND MAINTENANCE 6U I DELI NE5. O SHIRUE3 FLAN71 NO I TREE 57A<1 NCB 0 5'-4' 5'-4' S'-4' 5'-4' 1 ^J LL NOTES: ALL PALM TREES ARE TO BE o ROW 5 O O p "BARE ROOT" AND MEET THE MINIMUM BROWN TRUNK Z SPECIFICATION AS n.. O ROW 2 O ---� INDICATED ON PLAN. N 2" LAYER OF COMPACTED ll,_ � DECOMPOSED GRANITE- REFER W ROW I N o O TO TREE PLAN FOR SPEGIFIGATION Q `) iU O 2. TOP OF ROOTBALL TO BE a a a a a a I AT SAME ELEVATION AS d DU& FROM FIELD. I. 5/8" STAINLESS STEEL EYE SCREW IN ~ 2 5. ROOT BALL LEAD SHIELDS O 5 4• FINAL GRADE 2. 12 &A. GALVANIZED WIRE. SECURE VINE LU TO WIRE WITH NURSERYMAN'S TAPE IL 4 5. FUTURE EYE SCREWS 5. NATIVE SAND BAGKFILL (v. UNDESTURBED NATIVE SUBGRADE 4. ANGLE BACK TRUNK OF VINE TO WALL AND REMOVE STAKE, SECURE TO WIRE 5 L J 5. MASONRY WALL V NOTE: -_ ---- U CD 00 FOR 5 GALLON VINE, INSTALL ROWS I AND 2. Z �: N FOR 15 GALLON VINE, INSTALL ROWS 1, 2, AND 5. -I 1 - = JO THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALL5, I= 0 U to NOT BUILDING WALLS. VINES AT BUILDING WALL5 TO 2 X DIAMETER O Q d. BE ATTACHED TO WOOD TRELLIS. OF ROOT BALL _ < ZO ti ** *** ALL PLANT INSTALLATION SHALL MEET THE p. ALL VINES TO BE DELIVERED $TAKER CITY OF PALM DESERT'S CURRENT INSTALLATION Z ed 0 Ir r AND ATTACHED TO W RE AS SHOWN.AFTER FLANTIN6 STAKES SHALL E3E REMOVED AND MAINTENANCE GUIDELINES. 3 N O ,M Q N () 8 VINE A77AC 4 -I N7 2 FAL.M FLANT I NO } W J a J -� SOIL AMENDMENT NOTE CO WZ g ° AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC 501L5 ANALY515 SHALL = Z 2 BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ~ CL O 3 ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND W J APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS Q a V RECOMMENDED BY THE 501L TESTING LAB / AND ONLY TH05E APPROVED BY THE W Q CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH V CU ORDINANCE 1881; PLANTS SHALL BE BAGKFILLED WITH LOCALLY PRODUCED z co Q 0 � COMPOST FORM COACHELLA VALLEY COMPOST FACILITY OR GAL BIOMA5. Z W COMPOST OTY. AS FOLLOWS: co G I GALLON SHRUB I SHOVEL Z a -� - 5 GALLON SHRUB 2 5HOVEL5 W J a 15 GALLON SHRUB 5 5HOVEL5 LLv, cr W F- O -) - i-I I_1 I F I I 24" BOX TREE 4 SHOVELS % W 0 V -III-III- -III- 6 56" BOX TREE 5 SHOVELS 2 O NOTE: SHEET DESCRIPTION OF ROOT BA BALL TREES, PLANTS, WALLS, 51DEWALK5 AND PERMANENT STRUCTURES OF ANY KIND I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 4 LOCATION SHALL NOT BE PLANTED, INSTALLED OR BUILT IN GVWD AND U55R EASEMENTS PLANTING OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM DETAILS 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- GVWD. REFER TO TREE PLANTING PLAN FOR SPECIFICATION, TOP OF ROOT BALL TO BE AT FINAL GRADE. DESIGNED 5. FINAL GRADE SMP 4. BAGKFILL- REFER TO SOIL AMENDMENT NOTE These plans have been reviewed by the Coachella Valley Water District in DRAWN SMP 5. PLANT PIT EXCAVATION A T E accordance with Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section CHECKED 6. ROOTBALL R 65597 et seq. requiring efficient landscape and irrigation design in cooperation with SMP 1. UNDISTURBED NATIVE SUBSRADE the local governing agency(City or County). "Approval of this drawing by CVWD DATE staff does not constitute approval to encroach into district and USBR Rights-of-Way. 1/20/10 8. EXISTING SLOPE Q / S ` G Trees,plants,walls,and permanent structure of any kind may not be planted or JOB NO. T R stalled in CVWD and USBR easements or ri t-of-wa without first obtaining an ALL PLANT INSTALLATION SHALL MEET THE encroachment permit from CVWD, t y 616624 CITY OF PALM DESERT'S CURRENT INSTALLATION 2bl CAD FILE AND MAINTENANCE GUIDELINES. DATE T MANAGEMENT SUPER 'ISOR SHEET NUMBER CVWD PLAN 9 EVELOPMENT VI E SUPERVISORL�14 2 FLANT NC5 ON SLOF7 OF 15 SHEETS L38722. v ;_ PLAN SET ��C�� 3-29-10 II. GENERAL NOTES I. GENERAL SITE PLANNING AT THE CONCLUSION OF ROUGH GRADIN6, AN AGRONOMIC SOILS ANALYSIS SHALL BE A. Glean-Up PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY TH05E 501L AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE 1. After all installation operations have been completed, remove all sPEclALlsr. rubbish, excess soil, empty plant containers and trash from the site daily. A. Weed Control for planting Areas (Except Slopes) All scars, ruts or other marks in the area caused by this work shall be, . repaired and the ground left in a neat, orderly condition. Leave site in I. Remove all existing weeds from site. broom-clean condition at the end of each Working day. Sweep all SUMMERS/MURPHY& PARTNERS,INC paved areas, including walks and patios, upon completion of all work. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629 2. Install irrigation. (949)443.1446 FAX(949)443.1631 5. A State of California Licensed pest control applicator shall apply systemic B. Maintenance weed killer to all proposed planting areas per manufacturer's specifications. \_PNDSCgp I. The Contractor Shall maintain during installation a sufficient number of ��o M Murphy Fqp workers and adequate equipment to perform the work herein specified. tia �y all maintenance work shall meet or exceed the the City of Palm Desert's "LOW water ordinance"; and follow the maintenance schedule $ guidelines established in the City of Palm Desert's "Desert Flora" Signature B. Soil Preparation Finish Grading Maintenance Guide, current edition. * 7- Renewalwal Date 3-I-10 Date I. Rough grade: Site to be received by Landscape Contractor to within sT�TF OF CALIF 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. After all work has been completed, inspected and accepted, all areas 2. Finish grade: Finish grading t0 consist of grading, raking and hand work will be maintained for a period of ninety (10) calendar days or as long necessary to achieve desired contour and flow line patterns, based as is necessary to establish thriving trees, vines shrubs. These drawings and/or the upon Civil Engineer's plans, resulting in evenly finished Surfaces free Of accompanying specifications debris and litter. are the exclusive property of 5. Keep all areas weed-free, adequately watered, and neat Forsum/Summers & Murphy, for the ninety (10) day period. Remove all debris from site and keep Inc. and their use and publi- 5. Shope mounds as shown on the tree planting plans. cation shall be restricted to the p p 9 p the entire site broom-clean. original site for which they Contractor to import soil necessary to attain design grades and berms. were prepared. Re-use, repro- All import soil shall be free of weeds, debris, and shall be duction or publication by any similar to existing site soils in texture, type and chemical anolyEis. 4. Damage to any planted area shall be repaired immediately. Depressions method, in whole or part, is caused by vehicles or foot traffic shall be filled With topsoil, leveled prohibited except by written Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate gophers, moles and repair doma e. permission from Forsum/ 9 9 p g p P 9 p p 9 smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. Summers & Murphy, Inc. I" below walk/top of curb. Remove from the site all stones over 2" in size. 4. Top dress all gshrub areas with a 2 " lay of compacted decomposed granite. 5. The project shall be so cared for that a neat, clean condition will be Refer to the "Tree Planting Plans" for material specification. presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. C. Planting (b. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance period. This request shall be written and Plant trees, vines and shrubs as called for where indicated on directed to the Owner and the Landscape Architect. Upon written Planting Plans and as detailed on Planting Detail sheet, acceptance of the project, the Contractor shall be relieved of any Z further maintenance. O Plant substitutions are not permitted. Any modification or substitution to these plans shall be approved by the City of Palm Desert prior to execution. LU Stake Only those trees needed as detailed on Planting Detail Sheet. G. Guarantee Q All plant installations shall be guaranteed to live and grow to a period of ninety MO) days after installation and acceptance by the Owner. N<q<q<1 Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. D. Observation D. Plant Purchases I. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE observation at least two (2) working days in advance of the time that the ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. W LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPEC IFICATiONS J OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE 2. Observation visits are suggested for the following parts of the work: 0 CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR Go G SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning prior to planting. Z U N SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A O � Q "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. When trees are spotted for planting, but before planting holes are O co excavated. ~ _5 RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE (� 0 LO NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE O a APPROVED PHOTOGRAPHS. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner °u O ti REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER or his representative at the end of the maintenance period. Z o CC 0 r to APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR 0 CM V RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. E. Verification of Dimensions CIC 1. All Scaled dimensions are approximate. Before proceeding with any work, W the Contractor shall carefully check and verify all dimensions and E. Plant Deliveries quantities, and shall Immediately notify the Landscape Architect of any < discrepancy between the drawings and/or specifications and actual 0) 1. The contractor shall coordinate plant deliveries with the Landscape conditions. No work Shall I be done in any area where there is such a 15 Architect. The contractor shall provide minimum 72 hour advance notice of discrepancy until approval for same has been given by the Landscape F-.id. �Architect. plant deliveries permitting Landscape Architect ample time to also notify Q W U. the City of Palm Desert landscape inspector of plant delivery dates and CL v times. F. Utilities W 4 Q 2. The landscape contractor is obligated to insure plants ioaded on deliver I. The Contractor shall be responsible for verifying the location of all a 0 m UJ trucks prior to site delivery are gthose plants prviously approved by they underground utility lines priory to any constructor,, so that proper CO Z 0 0 Landscape Architect and the City of Palm Desert Landscape Inspector. precautions may be taken not to damage such lines and plant locations, Q :5 2 promptly notify the Landscape Architect who will arrange for relocations Z 8 4 5. Any plants that are not those previously approved, or those that do not of one or the other. Failure to follow this procedure places upon the LU W M Is meet the minimum specifications established though the photograph and Contractor the responsibility for, at his own expense, making any and all � 0 1 0 specification submittal process shall not be loaded and delivered to the repairs for damages resulting from his work. O W O v job site. a F- v L I 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR allALIFICATION NOTE: SHEET DESCRIPTION replaced. Damage is defined and may include but 15 no* !invited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-5 PLANTING Ord the City of Palm Desert Landscape inspector reserve the right to ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2ci SPECIFICATIONS reject any $ all plant material. DESIGNED SMP These plans have been reviewed by the Coachella Valley Water District in DRAWNSMP V�1 -7 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECKED F. Plant Storage 65597 et seq. requiring efficient landscape and irrigation design in cooperation withSMP the local governing agency(City or County). "Approval of this drawing by CVWD DATE I. Prior to plant deliveries, the contractor shaII establish a Staging area staff doesnot constitute approval to encroach into district and USBR Rights-of-Way. 1/20/10 where deliveries are to be received. This staging area shaII be adjacent Trees,plants,walls,and permanent structure of any kind may not be planted ort0 the installation area however away from heavy construction and installed in CVWD and USBR easements or ght-of--way without first obtaining an JOB NO. 616624 equipment that may cause damage. encroachment permit from CVWD44 CAD Fl� 2. The contractor shall provide manpower as needed to adequately maintain DAT TER M AGEMENT SUP VIS SHEET NUMBER plants located In the staging area. This includes but is not limited to hand watering, protection from wind or other damage and theft. CVWD PLAN# D ELOPME ER CE SUPERVISOR L-15 L T � S � I CATIONS of 15 SHEETS L3 87 3 PLAN SET "C" 3-29-10