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Legends The Gallery Models & Parking Lot Landscape Plans_1
REVISIOiwS LEGEND THE GALLERY RVA%*RS#AURFW A S REV. SHT. DESCRIPTION DATE BY w4D5CAPE)WC14MASPARTHM INC 34197 COAST FK'MAY.SURE MO DANA POINT.CM*ORNA M" (949)443.1446 FAX(949)443.1631 OD M �,N0 SC,q,o ELS & PARK N LOT LANDSCAPE PLANS A I G A ���k.G�„ Murphy o•9,Qcy W chi 7-31-12 PALM DESERT CALIFORNIA - A L_ I sl Date \P SUBMITTED FOR APPROVAL APPRC? D - D"*M _ F1 LANDSCAPE GE APPROVED DATE These drawings and/or ci ice the TRACT :F314901 �� accompanyings ecifications DA RELEASED FOR BID are the exclusive property of Forsum/Summers & Murphy, DATE Inc. and the;r use and oub'i— >ANOSM CONSTRUCTION SET ISSUED cation shah be r cted to the � DATE original site for which they were prepared. Re-sse, repro— duction or publication by any method, it whole or per . ;s prohibited except by writter. ION NOTES AND LEGEND VICINITY MAP CONSULTANTS permission from Forsum, AGENCY APPROVALS CONSTRUCT Summers & Murphy. inc. CERTIFICATE OF PROJECT COMPLETION LANDSCAPE ARCHITECT IRRIGATION CONSULTANT Project Name: Parcel Map or Tract No.: Project Location: NOTBS DINAH SHORE DRIVE PROJECT LOCATION 5UMMER5 / MURPHY PARTNER5, INC. 5WEENEY 4 A55OC1ATE5, INC. j Maximum Water Allowance: I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 341 q-7 PACIFIC COAST HIGHWAY 3e)-130 SKY CANYON DR. , SUITE GDANA POINT, CALIFORNIA g262�f MURRIETA, CALIFORNIA. g2653 (In hundred cubic feet) MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL Estimated Total Annul water use: CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED PHONE: ("714) 642-44-11 PHONE: (4151) 461-6550 HEREIN. AVENUE 35 Al CONTACT: JOE LA500LA FAX: (151) 461-6550 (in hundred cubic feet) - W � ,� Preliminary Project Documentation Submitted:(initials indicates submittal) 2• ALL WORK SHALL BE PERFORMED BY A C-2-1 CALIFORNIA LICENSED w UARR �FF�gy CIVIL ENGINEER0 Y�✓ ,r CONTRACTOR. > � � . r H 1.Grading design plan Q 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE GERALD 9��R pqO M5A GON5ULTING, INC. ad - 2. 2. Landscape design plan ACORDIN6 TO STATE, COUNTY AND LOCAL CODES, ORDINANCE5 AND UP '`� 34200 BOB HOPE DR)VE "' 3. Irrigation design plan TO GAL-OSHA 5AFETY ORDERS REGARDING PERFORMANCE OF WORK. Z RANCHO M I RAGE, CALIFORNIA Q22- 0 p 4. THE CONTRACTOR SHALL SE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR ILIA> DR. PHONE: (-160) 520-�I81 4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES Q ~ FAX: (160) 525-le5c[5 Post installation Inspection:(initials indicate completion) AND 5TRUCTURE5. THE CONTRACTOR SHALL TAKE 50LE RESPON51BILITY w LW A. Plants installed as specified FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF RANCHO MIRAGE o PALI�M o ©[��[��`� (A SAID UTILITIES, INCLUDING, DELAYS. :2 o SHEET INDEX B. Irrigation systems installed as designed S. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT FRANK SINATRA DRIVE Yo Comments: DOCUMENTS AND/OR THE DESIGN INTENT AFFEGTIN6 THE SUCCESSFUL 0 Savo, COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO TIME 0 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 PROBLEi"i AREA SHALL CEASE UNTrL THE � ,I. L-1 TITLE SHEET DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB OR VICINITY MAP L-2 CONSTRUCTION LAYOUT PLAN C0 Comments: SUPERINTENDENT) OR LAND50AM ARCHITECT IN WRITIN6, ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 L-3 CONSTRUCTION LAYOUT PLAN 2 Go AT THE CONTRACTOR'S RISK AND EXPENSE. LOCATION MAP L-4 CONSTRUCTION DETAILS O It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District L-5 CONSTRUCTION DETAILS = W W and The City of Palm Desert's Landscape and Irrigation Guidlines. LC� ND L-6 CONSTRUCTION DETAILS Q > V MODELS LOCATION L-7 CONSTRUCTION SPECIFICATIONS ca o Z Landscape Architect signature Date License No. 0 DIAMETER (55.60) EXI5TIN6 SPOT ELEVATION L-8 IRRIGATION LAYOUT PLAN O 0 0 FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION ' ° co STATEMENT GARAGE FLOOR ELE VATION HT HEIGHT IC S = L-9 IRRIGATION LAYOUT PLAN W W E- a WATER CONSERVATION PE PAD ELEVATION BCR BE6INNIN6 OF CURB RADIUS " "' "' '" ,� ," L-10 IRRIGATION LEGEND, NOTES, & CALCULATIONS % TW TOP OF WALL ECR END OF CURB RADIUS IC ELO 'a L-11 IRRIGATION DETAILS & CALCULATIONS Z Z 10 na n, na „e w t,e ,u ,w +r ,- 1° " r u LLI THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE TF TOP OF FOOTING ELEVATION TO TOP OF CURB ,p " '° L-12 IRRIGATION DETAILS 3 0 aD J a BW BOTTOM OF WALL BC BOTTOM OF CURB t,e I AY ,n +• PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. T5 TOP OF STEP Eli EXPANSION JOINT r 'Q "� « �' $ " L-13 IRRIGATION SPECIFICATIONS p a. ,« r r n « THE PLANTING DES16N USES DESERT PLANTS COMPATIBLE WITH LOW WATER « " n "° - ' L-14 IRRIGATION SPECIFICATIONS U5A&E AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE BS BOTTOM S STEP 5J SCORE JOINT REQUIREMENTS. GB CATCH BASIN 5G SAW GUT 1« ,e, Rr - �. r n n L-15 TREE &VINE PLANTING LAYOUT PLAN FG FIN15H GRADE R RADIUS ' ,« ,r r � ��;t ,� � ,� a « ., >, L-16 TREE &VINE PLANTING LAYOUT PLAN REFER TO SHEETS L-1 8 L-6 FOR THE C.V.W.D. WATER CONSERVATION F5 FINISH SURFACE IRDIND REDWOOD « >A20,r �" �a� '" � n r L-17 SHRUB PLANTING LAYOUT PLAN CONCEPT STATEMENTS. HP HIGH POINT HOR HEADER ' n « n L-18 SHRUB PLANTING LAYOUT PLAN LP LOW POINT LA LANDSCAPE ARCHITECT >o °° " ° ' a, v " " " e °° R E r Z FL FLOW LINE MIN MINIMUM W EEFFEY r L-19 PLANTING DETAILS �S�pE co(, OC ON CENTER MAX MAXIMUM ' a r n '° a, a a " r « r " 10 L-20 PLANTING SPECIFICATIONS CITY OF PALM DESERT LANDSCAPE a " tl ,a ,. ��� �� LEa z INSPECTION SCHEDULE GB CATCH BA51N MJ MASTIC JOINT 9 n u _, m U ° ° „ „ ,_ TG TOP OF GRATE ELEVATION TYP TYPICAL 4 J � ,e m � O � INV INVERT ELEVATION PA PLANTING AREA I) SLEEVING / 6RA1�IN6 BB BOND BEAM ELEVATION NTS NOT TO 50ALE ° a '� • � e ° ,o „ ,_ ,a ,. a, ao n r a r ,Q,y a. Sleeve diameter, type depth and location 8Y DATA: O V b. Soil surface drainage, elevations and trash (including weeds # rubble) d� ALIGN GEREAL.D FORA K MAP �Q9 ��j LU Y H APE / BOULDER::•-GOF3BLE tioR�r tu 2) ARD�G 1.0% GRAD I ENT I N PERCENTAGE a. Sidewalk and wan layout ORAL C0� ~a o b. Utilities location � I' ® 'LEGENDS' MODELS LOTS qz I e size, Height and placement 4:1 RATIO: 4 HORIZONTAL DISTANCE PER I OF VERTICAL HEIGHT O 'LEGENDS' MODEL5 PARKING LOT r c. Boulder type, 9 p Z R � L j � 5) IRRIGATION SYSTEM ROUGH-IN RID6E PLAN SET 'C a. Trench depth b. Pipe size and class eve GRADE BREAK SMp PLAN CONTROL DATED: 08-25-10 i p W 0 CO. Pressure test (125 poll for 6 hours) LOCATION MAP PLAN SETA' - CITY SUBMITTAL Jm v � , 4) PLANT MATERIAL (trees 3 shrubs) DIRECTION OF FLOW C^o PLAN SET H - CVWD SUBMITTAL #1 08103110 SHEET DESMPTION ._ a. Condition `� 'r.:T � , �t", b. Two ------- DRAINAGE PIPE , ,„r,^� BEING A SUBD11/1510N OF A PORTION OF THE SOUTHEAST QUARTER PLAN SET C - CVWD SUBMITTAL #2 08125110 c. Placement OF SECTION 2a, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M. TITLE _ ATRIUM DRAIN SHEET 5) GROUND COVER (Decomposed granite) ® C. i if-. Type r b. Depth and spacing (D DECK DRAIN, CITY APPROVAL NOTES DERGNED SNIP c. Compaction "' TURF DRAIN 6) FINAL ert NOTE: These plans have been reviewed by the Coachella Valley Water District in DRAlIV1V SMP i. T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Q. Irrigation 31�i PROPOSED CONTOUR ��C i'1 D.C1. COh }t�l�n 5 �p �l�ll4/ ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO �N A E R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP Volvos, boxes and wiring THE- / THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION the local governing agency(City or County)."Approval of this drawing by CVWD * controller operation and alto specific staff does not constitute approval to encroach into district and tiSBRRights-of-Wa}-. �¢/OS/IO yearly irrigation / EXISTING CONTOUR DATE chedUle a (re q•u ch Gt of Palm Desert Water Efficient Candacep `a / ` G NOTE: 'O /S , G Trees,plants,walls,and permanent structure of any kind may not be planted or 1M NO. �..._) BERM - BUILT-UP LANDSCAPE GRADE ALL CONCRETE, MA5ONRY, W ID OOD AND STEEL WORK ENTIFIE T D A5 installed in CVW ' t-of-way without first obtaining an 114656 D and USEIR easements or Ordinance) PART OF THE5E PLANS ARE NOT PART OF THE CITY TY OF PALM DE5ERT'5 encr1o�ment permit from CVtiVD. CAD � * Sprinkler, bubbler and / or drip emitter typo, flow rota and l/V quantity per plant. —DETAIL REFERENCE LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Overall operation —SHEET LOCATION DAT R AGENfENT STLPER4 R SHEEP NUMBER As built IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL b• Tres staking —SECTION REFERENCE APPROVALS THAT ARE NECESSARY FOR W W ORK THAT 15 TO BE CVD PLAN# EVELOPM IN; VI411E SUPERVIS R L 1 c• Overall PERFORMED A5 PART OF THESE PLANS / SPEC I F I GAT I ON5 UNDER OTHER ** NOTE** SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 _SHEET LOCATION DEPARTMENT'S JURISDICTION. OF 20 SHffTS ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. - PR10-00553 L39012 ` Lt 111tiI r FIN13H 3CHEL71LJLE S-1 k.u' a 5/7E IMPROVEMEN75 / 5ALE5 OPPIGE S-3 1-7 CD5YMBOL VE5CR/P7/0N COLOR /PIN/5H/SPECIFIC 4T/ON DATA/L 1-6 PERIMETER / 51DE YARD REFER TO FENCE DETAILS ON S-1 FENCING 4 GATES. CIVIL ENGINEER'S PLAN 3wvsc�AHIGM i,WITE 2�INC 34197 COAST F�CfIWAY.SUTE 2A0 / — DAWA P0INT,ULiORNA 42629 (90 443-1146 FAX 443.1631 i S-2 MAINTENANCE ACCESS GATES. ' SHEET E ET L 5TUBU R STEEL TRAP FENCE � PAINT `RAZE 8185A- IRON SEE L 2 i NDS" C'r A A i TEMPORARY ROOM M � .GHANIA ACCESSIBLE, BY OTHERS • M u Ph1'S3 F � ti ti 0 iC,CY) •. M 3 WI D GOON TRY SEE DETAIL a` FRAZ 735D L WOOD SCREEN PAINT EE 8 ; TEMPORARY i i -5 I QD L SHEET 1; 1 TRIM FENCE (MATCH 5A ESOFFICE )E MA L ( t 7 t 2 Renewd 3 2 6-0-4/� I I, AGE s P PAINT MARKI NG5 AND 51 GN Dote .' i" � ;' i' TEMPORARY ASPHALT PARKING � �� ' 19 QD LOT 4 ASPHALT WALKWAY. PER LOCAL CODE. REFER TO CIVIL ��F�F CAOf i — —� U �- ,; % _ ', ; '� CONTRACTOR TO INCLUDE ALL ENGINEER PLANS FOR DETAILS. / = l0` _ •. --- - -- - , _ PARKING LOT STRIPPING 4 1-4 5 GNAGE R RIQ G STALLS I FOR PA N HANDICAP STALLS These drawings cnd/or the \ pecif:cat,7cns accompanying s � � are the exclusive prcpe^y a< Forsum/Summers & Murphy, Rr , o a `° mr LOW BERM WITH I FT. PER PLAN Inc. and heir use oral ilh ti l o CD e the CONTOURS cation shall be res ric+ d o I I N original site for wn+cn they I - - - - were . Re-use •eprc- / / a''•\ , SEE BOULDER ROCK NOTE SEE DETAIL 3, ductionr�orrrpublicatso Dy cry +2 I S_7 LANDSCAPE BOULDERS THIS SHEET 2 - 6' 32'-3" S-$ SHEET L-4 method, n whole c cart, s prohibited except by a :tt Q 3 fk r. SEE DETAIL 1 4 2 permission &r Murp^orr vs , c- / +1 16,' 10 a, ! I S-8 TEMPORARY CONCRETE FOLS R:SAND RAL BRAY SHEET L-4 l <� --� 1-4 PAVING / TYp 0 -- • 1 TH R 4 ROCK NOTE 1 'r' 949 , 6'-3" DRY STREAM BED W SEE BOULDER SEE DETAIL 4, '01 . ! S-9 S-14 S-4 - o _ _ _1 - - �' BOULDER ACCENTS THIS SHEET SHEET L-4 AIR CONDITIONER UN BY OTHERS S-5 --__ S-6 1-9 S-11 HOUSE WATER METER BY OTHERS- REFER TO CIVIL ENGINEER gr r, LOCATION PLANS s° 'J2 Z ___ 1-3 S-12 TRANSFORMER BY OTHERS- REFER TO CIVIL ENGINEER f�ry�a _ P O - - - U PLANS H S_8 S-10 \' S-13 TEMPORARY HANDICAP BY OTHERS- REFER TO CIVIL ENGINEER oc _ :_ ---____ S-13 PA fit, / l` i RKING STALL PLANS / I W PARKING LOT REFER TO PLANTING PLANS BY SMP 15i_ „ 9�_9i, � .._ :�5�i- ;, ���_� 1 •• S 14 TEMPORARY TE Q 4 5 6 7 , j �:� �4aT �D Wt .i j t UI 10 PLAN 1A / LOT e7 +2,� SYMBOL Zf5CRIP7/0N COLOR /F/N/5H/SPECI`ICAT/ON DPT�4/L / 11+1 I _ 1-4 CONCRETE DRIVEWAY COLOR: NATURAL GREY SEE DETAIL 1 4 2 V 1 4 �.__ 1-1 _1 -� — fi ® ® PAVING- WITH DEEP JOINT FINISH: SAND FINISH SHEET L-4 t --- --- -- _.- 5CORING 0_ 3r _.-... 1' \ , �`' 1-2 1 1-2 CONCRETE PAVING- WITH COLOR: NATURAL GREY SEE DETAIL 14 2 W �\ J DEEP JOINT SCORED FINISH: SAND FINISH SHEET L-4 0 7- ! -3 3T-3" _ g+ 14 3 i 1 3 POOL EQUIPMENT LOCATION BY OTHERS REFER TO POOL = / ; ,3 _ -- - CONTRACTOR'S PLANS ' 1' 6' 6" 4' ' — Q Q V 01 LANDSCAPE AREA . REFER TO PLANTING PLANS SEE DECOMPOSED O � z___-_ ` °' \ BY 5MP GRANITE NOTE W OF- OD 1 m + > TH15 SHEET + W z / \ \ 2 I I ,. Q: -� 5' �+ 1-5 LAP POOL COPING: MATCH PAVING SEE DETAIL 5 oL Z O tip �., M / POOL TILE: 6"x6" 'AZ3 DECO BARLEY' SHEET L-4 Z O � N / +1 / "Is.1 ; % W/ GREY GROUT BY NATIONAL TILE `+ " PLASTER: PEBBLE TEG 'TAHOE BLUE' O CL m I +2' j ✓/� 1-6 REAR PATIO PAYING COLOR: C-12 'MESA BEIGE' OR SEE DETAIL 1 4 2, I I +2' j j �, \ - /+1' \ CD 'GOGHELLA SAND' BY 5GOEFIELD. L-4 - ry s" ///� 1 H: SAND FIN15H � FINISH: S-14 m N 1.7 POOL COPING COPING: MATCH PAYING SEE DETAIL 6, Z c-co / — `N - _ / POOL TILE: 6"x6" 'AZ5 DECO BARLEY' SHEET L-4 Al GREY GROUT BY NATIONAL TILE (\/} r - t M , PLASTER: PEBBLE TEC 'TAHOE BLUE' a IL i LJJ Q J 0 U. 10' 10' 10' 10' 7'-6" QD OVERHEAD TRELLIS/ ALUMAWOOD - BY OTHER5 SEE DETAIL 5, PATIO COVER ATTACHED TO COLOR: T'BD SHEET L-6 i HOUSE z_ V S-11 S-8 S-6 S-6 1-1 S-2 S-9 S-7 S- =Y U CS-9 QD TEMPORARY 6'x8' DYERHEAD ALUMAWOOD - BY OTHERS SEE DETAIL I, � S-7 TRELLIS' COLOR: TBD SHEET L-6 a o S-6 �°� MATISSE DRIVE ED TEMPORARY VHIGH TUBULAR COLOR: TBD BY OTHERS 5EE DETAIL STEEL POOL FENCE FINISH: TBD BY OTHERS SHEET L 5 Z J U. o o O PR5c/5E &RAPIN& PLAN NOTE' BOULDER � ROCK N07 E CON7RAC70R NOTE SLOPS PLAN CH IN NOTE' � �� THE PRECISE GRADING PLANS PREPARED BY M5A DRY STREAM BED TO BE ALL HARD5CAPE MATERIALS, COLORS AND i T i HATCH INDIGATS SLOPE PLANTING. 000 0 000 I CONSULTING AND APPRO�lED BY THE GIN OF �o�o°��o °o �oao�oj COORDINATED WITH DRAINAGE FINISHES I ND I G?�TED RE SUBJECT TO GRANGE. SH� D I�} N 5 p0�J30 0 g0 REFER TO SITE PRODUCTION PALM DESERT SHALL BE ISSUED TO ALL BIDDER p_�,�� � ,o� SYSTEM. CONTRACTOR TO VERIFY W I TR OWNER AND �,==---=---=-, AND INSTALLING GONTRACTOR(S). THE PRECISE LANDSCAPE ARCHITECT THE FINAL SELECTIONS PLANS FOR MORE INFORMATION. CONSTRUCTION GRADING PLAN IS AN INTEGRAL PART OF THESE ALL LANDSCAPE BOULDERS TO i5E PRIOR TO ORDERING. THE LANDSCAPE PLAN LANDSCAPE PLANS, AND INDICATES ALL �� +12" DESERT 5AND - CONTRACTOR ARCHITECT SHALL BE NOTIFIED OF ANY FIELD NEGE55ARY FIN15H SURFACE / FIN15H GRADE +24„ TO PROVIDE OUANTITIE5 4 51ZE5 GHAN6E5 TO ARCHITECTURAL EXTERIORS, ELEVATIONS, DRAIN HEAD AND DRAIN LINE A5 NOTED (TOTAL PROJECT): INTERIOR FLOORING GHANGE5, OR HARD5CAPE DfSKD SMP LOCATIONS. ANY DISCREPANCY BETWEEN THIS 25% — IS" DIA. GHANGE5. DRAWN LANDSCAPE PLAN AND THE PRECISE GRADING 50% - 24" DIA. CONTRACTOR SHALL INCLUDE IN BID THE SMP PLAN SHALL BE BROUGHT TO THE IMMEDIATE 25% - 56" DIA. PREPARATION OF CONCRETE CHECKED ATTENTION OF THE LANDSCAPE ARCHITECT 4 SAMPLES FOR THE LANDSCAPE ARCHITECT AND SMP OWNER. ALL DRY STREAM BED ROCK TO OWNER'S APPROVAL PRIOR TO POUR. DATE 4/OS/I O 5E 2" TO 6" D05 R105 UNLE55 OTHERWISE NOTED. 114636 ALL BOULDERS, ROCK AND C>ECOMP05EV GRrAN/TE NOTE CAD FRE SGA��: � tt =. got AGGREGATES ARE AVAILABLE BY SHEET NUMBER SOUTHWEST BOULDER. ALL SHRUB BEDS TO RECEIVE 2" THICK LAYER WWW.SOUTHWE5TBOULDER.COM (AFTER COMPACTION) DECOMPOSED GRANITE. "BRIMSTONE" 5/5" MINUS WITH 11% FINES A/ BINDERS. L�2 NOTE: CONTRACTOR MAY SUBMIT AVAILABLE BY SOUTHWEST BOULDER (160) 542-5522 EQUAL MATERIAL SUBSTITUTIONS 1NWW.5OUTHNE5T5OUL12ER.COM NORTH 0' 10, 20' 50' 40' OF 20 FOR L.A. TO CONSIDER. SHOTS FINI�5H OCHE12ULE y S/T lN/f'R01/ MNTS / 5.4L�5 O� IG� S-1 2-6 2-7 2-8 2-9 S-1 S-6 3-5 3-6 3-7 3-9 5,-MBOL DE5CR/PTION COLOR / FIN15H /SPECIFICATION DETAIL S-1 PERIMETER / 51DE YARD REFER TO FENCE DETAILS ON FENCING 4 6ATE5. CIVIL EN6INEER'5 PLAN t.Arosc�MtCFITs PA♦rrrs,arc ECTS MW COAST HCFlWAY.SUM 200 DANA POINT,CALPoRNA 92629 -- — (9M�443-14 6 FAX 00 443-" - , OS2 ESS GA SHE ET L 5 E ACCMAINTENANGTUBULAR STEEL TRAP FENCE PAINT FRAZEE 8 SAIRON HORSE SEE DETAIL L 2 i i N D s C A A / I O u r F F. M i q / Ph M• .Q PLAN 1- L O W BERM WITH I FT. PE R L ,1 G- ;j C' +-9 S 6 ti i / lot18-3 =- CONTOURS , •J I- i. it i; I. / i L, / , W � c 01 BOULDER SEE BOULDERROCKNO NOTE SEE DETAIL 5 LANDSCAPE BOULDERS � THIS SHEET SHEET L-4 7-3t-t2 p e-e-�o SEE DETAIL 1 4 2 s 3-10 TEMPORARY CONCRETE COLOR: NATURAL GRAY SHEET L-4 2-4{ — FIN15H: SAND TFOF-CALIF 2-3 2-7 / i 7 PAVING I_ +2' DRY STREAM BED WITH SEE BOULDER t ROCK NOTE SEE DETAIL 4, Fil I N / 3-3 S_9 BOULDER ACCENTS THIS SHEET SHEET L-4 hese drawings crd/ar the are the exclusive property of accompanying sGecif:Cvt+G-^•5 AIR CONDITIONER UNIT BY OTHERS / y, a `� o Inc. and Sthe ruse and4 p bh- 2-4 © / _ S-1 � 6'-6" 14'-9" 19' 15' 9'-9° cation shall be restricted to the original site for wh.cn they 41 S-11 HOUSE WATER METER BY OTHERS- REFER TO CIVIL ENGINEER were prepared. Re-use, repra- �• O LOCATION PLANS duction or publication by ary a _ method, in whole or pcR,. s W 10 7 3 et rn permiss+on from Fors�m prohib .ed except by w: „e. 1 Simmers & M,_-rphy, c. W / : PLAN 2GR/ LOT 88 DSYMBOL ME5CRIPTION COLOR / FIN15H /5PECIFICAT/ON DETAIL A— - - Y AIL 14 2 CONCRETE DRIVEWA COLOR: NATURAL GREY SEE DETAIL II PA\/ING- WITH DEEP JOINT FINISH: SAND FIN15H SHEET L-4 3-5 SCORING 2-5 �etetr. 2.5 CONCRETE PAVING- WITH COLOR: NATURAL GREY SEE DETAIL 1 8 2 DEEP JOINT SCORED FIN15H: SAND FIN15H SHEET L-4 Wr% w4 ry d 3-3 QffetM PLAN 2-3 LANDSCAPE AREA REFER TO PLANTING PLANS SEE DECOMPOSED 1 L \4 < s.� 2-3 / �� .- . .h �x '/ 6 >SHEE�TE NOTE THIS BY 5MP F 4 ,tT sesntis I a t >< t sF x <4. s,, u , 2 3 (, � 2-4 18 x4 STEPPING STONE P.I.P. CONCRETE/ 6? — REY SHEET L 4 COLOR NATURAL G - � �..3 ;� SEE DETAIL � W �! W 11.B�Lt -1 i O CONCRETE PAVING AL GREY SEE DETAILS 1 8 2, 0 2-5 COLOR: NATURAL z �c ==_ �t - FINISH. SAND SHEET L-4 _ _ .- 1 �� 3 3 AU-2 oar. eoeu a WATER FEATURE W/ 'P15A URN' AVAIL AT SEE DETAIL 4, ----.-.- (5) BUBBLING URNS IN RESTORATION HARDWARE SHEET L-5 LAUNDRY DECORATIVE PEBBLE PEBBLE ROCK: TBD �QI J!(dlJi�l ROC K KB 5 6 3-6 CONCRETE PAV AL GREY S I , S-10 _ 2 7 ING COLOR: NATURAL _- - DETAILS .- ._,�- ,, � SEE L 2 U e „a FINISH: SAND SHEET L-4 BIZ - �.. - OVERHEAD TRELLIS/PATIO ALUMAWOOD - BY OTHERS SEE DETAIL 2, CS _9 S-1 2-8 COVER COLOR: TBD SHEET L-6 _) 2�.6 3-3 S-2 — R S-7 Mau W — 10' 2_g 45" DIA. RIVER ROCK BOWL - HIGH-PERFORMANCE SEE DETAIL 5, dp S-6 2-3 '� \' S_1 j j == - FIRE BOWL SURROUNDED BY CONCRETE AVAIL. AT RE5TORATION SHEET L-5 0 to - r ! CONCRETE LOW WALL FILLED HARDWARE 0 seaeeo�� ij W/ DECORATIVE PEBBLE STONE PLINTH: TBD ZLU ROCK BASE PEBBLE ROCK: TBD d _ eaceee� a La 0 0 V 3-9 5 00 2-2 _- �� / / / �'L N 3B / LOT &1 � +1 `2' / SYMBOL DESGR/PT/ON COLOR /FIN15H/5PEG/FIGAVON DETAIL W Z I a \ +2 51 51-3�, a o p d 19'-3" \ 8� 62 0 Uj c o CONCRETE DRIVEWAY COLOR: NATURAL GREY SEE DETAIL 1 4 2 O N 1 / i PAVING- WITH DEEP JOINT FIN15H: SAND FINISH SHEET L-4 0 CL m a v SCORING C14CONCRETE PAVING- WITH COLOR: NATURAL GREY SEE DETAIL ' d 2 +1 / DEEP JOINT 5CORIN6 FIN15H: SAND SHEET L-4 w 'O 3-3 LAND50APE AREA REFER TO PLANTING PLANS SEE DECOMP05ED BY 5MP GRANITE NOTE THI5 z c� Z SHEET N 3-4 NOT USED >-CL < MM Q z P"� cc3_5 CONCRETE PAVING COLOR: 'MESA BEIGE' OR 'COCHELLA STELAILS 12, J OO k SHEEDof 10 10 81-91 SAND FINISH: SAND FINISH CD Z 0 -12 S-1 -6 2-2 2-1 S-8 S-8 S-11 S-7 3-1 S-2 3-2 S-6 S-9 S-7 OPTIONAL DESERT SCULPTURE BY OWNER 1 S-8 S S-8 MATISSE DRIVE OVERHEAD TRELLIS/PATIO ALUMAWOOD - BY OTHERS SEE DETAIL 5, VIP 3-7 COVER COLOR: TBD SHEET L-6 35 d ZW 3_8 CONCRETE PAVING COLOR: 'MESA BEIGE' OR 'COGHELLA SEE DETAILS 1 9 2,FINISH: SAND FINISH Q in �OULVER ROCK NOTE CONMAC T01 rc NOTE 5LOPE PLANTING NOTE' SAND' SHEET L-4 N6 PLAN NOTE � J 2 V UJI F'1?�G/S5� 6R�417/ L THE PRECISE GRADING PLANS PREPARED BY M5A DRY STREAM BED TO BE ALL HARDSGAPE MATERIALS, COLORS AND 1 -- -- - HATCH INDICATES SLOPE PLANTING - 0 0 000 0000r REFER TO LANDSCAPE PLAINS 0ON5ULTI NG AND APPROVED BY THE G 17'r OF Duo Q�om Q000 COORDINATED WITH DRAINAGE FINISHES INDICATED ARE SUBJECT TO CHANGE. I PEEPARED UNDER SEPARATE PERMIT, 3_9 DRY STREAM BED WITH SEE BOULDER ROCK NOTE DET AIL 4, SHEET DE IPTI N PALM DESERT SHALL BE ISSUED TO ALL BIDDERS � pC�2.0" QQC� SYSTEM. CONTRACTOR TO VERIFY WITH OWNER AND -=-------=-� BOULDER ACCENTS TH15 SHEET CONSTRUCTION AND INSTALLING GONTRAGTOR(S). THE PRECISE LANDSCAPE ARCHITECT THE FINAL 5ELECTION5 GRADING PLAN 15 AN INTEGRAL PART OF THESE ALL LANDSCAPE BOULDDER5 TO BE PRIOR TO ORDERING. THE LANDD LANDSCAPE BOULDERS SEE BOULDER SEE DETAIL 3, PLAN TES ALL "D THIS 5T"DESERT SAND" - CONTRACTOR ARCHITECT SHALL BE NOTIFIED OF ANY FIELD 3_1 Q ULDER � ROCK NOTE LANDSCAPE PLANS, AND INDICATES SHEET L-4 NECE55ARY FIN15H SURFACE / FIN15H GRADE +i211 TO PROVIDE QUANTITIES 4 51ZF-5 CHANGES TO ARCHITECTURAL EXTERIORS, DESKND ELEVATIONS, DRAIN HEAD AND DRAIN LINE +24 AS NOTED (TOTAL PROJECT): INTERIOR FLOORING GHANGE5, OR HARD50APE SMP LOCATIONS. ANY DISCREPANCY BETWEEN TH15 2596' - 15" DIA. GHAN6E5. DRAWN LANDSCAPE PLAN AND THE PRECISE GRADING 50% - 24" DIA. CONTRACTOR SHALL INCLUDE IN BID THE SMP PLAN SHALL BE BROUGHT TO THE IMMEDIATE -'/ 25% - 56" DIA. PREPARATION OF CONCRETE CHECKED ATTENTION OF THE LANDSCAPE ARCHITECT 4 SAMPLES FOR THE LANDSCAPE ARCHITECT AND SMP OWNER. ALL DRY STREAM BED ROOK TO OWNER'S APPROVAL PRIOR TO POUR. DAB 4/05/10 BE 2" TO 6" DOS RI05 UNLESS OTHERWISE NOTED. I I4.636 " - ALL BOULDERS, ROCK AND DEGOM�'05Et� G '' N/Tr NOTE 50ALF: 1 _ 1 O' CAD fRE AGGREGATES ARE AVAILABLE BY SHEET NUMBER SOUTHWEST BOULDER. ALL SHRUB BEDS TO RECEIVE 2" THICK LAYER WWW.SOUTHWESTBOULDER.COM (AFTER COMPACTION) DECOMPOSED (5RANITE. �_ "BRIMSTONE" 5/5" MINUS WITH 11% FINES W/ BINDERS. 3 NOTE: CONTRACTOR MAY 5UBMIT AVAILABLE BY SOUTHWEST BOULDER 060) 542-5522 'EQUAL W MATERIAL SUBSTITUTIONS WW .SOUTHWESTBOULDER.COM NORTH 01 10, 20, 50, 40' OF 20 SHEETS FOR L.A. TO CONSIDER. 1 2' I 1' MIN. 2 - !PARITS.MC lMDSf/1PE/iRCtfTECi9 34197 COAST HaMAY. DAM K*ff,:. ;•t= `.':,�� .`w'•'a , � 4 (94�443.1A46�FAX 4431G31 211 4. WNE R 5DS 4 ���GMNMu al tiq�C III i II III II I a LOU SECTION II II III a * Rerle+al Dde D �. D° 7 2 1 . DECOMPOSED GRANITE OR 5. POOL PLASTER CONCRETE PAVING m - -I =- I- These drawings one/cr the ,� 6. BOND BEAM AND PLASTER cv I I =III- I= _� -� 2. 1 /4 RADIUS ALL EDGES BY POOL CONTRACTOR X III - I i I Qj Fo tt,.e Summers r why accompanying sped icet:cns ' - are the exclusive grope Inc. and their use and i;- 3. 4 THICK CONCRETE COPING 7• COMPACTED SUBGRADE AND 5ECTION WITH 2" OVERHANG - BY SUB-BASE MATERIAL (REFER _ = pub cation shall be restricted to the original site for which trey POOL CONTRACTOR TO SOILS REPORT) ducti m ==I 111 � I ISO II were prepared. Re-use, repre- 4. CERAMIC POOL TILE REFER = I - = meth n or publication c any ( NOTE: - - - - - - method, in whale Par,, is TO FINISH SCHEDULE) - '=__=I I =I-I--- I I. FINISH GRADE 7. SUB-BASE MATERIAL REFER prohibited except f o: �Yo s��,% • REPORT REFER �OROILS SIZE OFENGINEER'S � I I_I I I_I I = I (_ I I I=I I�, I � I 2. I/4" RADIUS ALL EDGES TO SOILS REPORT Summers & Murp�,y, inc. REINFORCING STEEL. - I (_) I I=I I = (= I I . • (- 5. CONCRETE PAYING REFER TO 8. COMPACTED SUBGRADE FIN15H SCHEDULE Cl. I" MINIMUM, 2" AT TURF AREAS • REFER TO ,POOL CONTRACTORS S�GTIO�I 4. 5/4" DEEP x 5/5" WIDE (MAX;) SHOP DWG S FOR MORE INFO. III __ ( l Ou 5 TOOLED SCORE JOINT Al I/4 RADIUS EDGES WHERE OCCURS. POOL G O F I I �t( I REFER TOpF I N 15H 50HEDULE REFER TO CONSTRUCTION PLAN. ON CONSTRUCTION LAYOUT PLANS 5. RE I NFORG I NS STEEL - REFER NOTE: 2. FINAL GRADE TO SOILS REPORT REFER TO SOILS ENGINEER'S REPORT FOR MIN. THICKNESS 6. EXPANSION JOINT - REFER TO OF CONCRETE AND SIZE OF S. �O% COMPACTED SUBGRADE Z 2 DETAIL , TH 1 S SHEET RE I NFORG I NG STEEL. O oc UJI 4 ry � T 6 a I N LANDSC,,AFE I r_,,.,O NC,,RETE FAX I I ` O 00 0 00 00 00 00 00 00 00 00 00 00 XO / O O OD ODo ODo Ooa ODa OD° OD° I , I III- Ili iii _I ► _, III III I II ElI I ►_ III _ II 11 � II co_ , III I 5 3 1 III , , co ..r 6��_aII 18" � 4' � . 6 4 2 _ 9 co G V III I II Q 4 a 00)LU Z W I. CONCRETE PAYING - REFER 6. SUB-BASE MATERIAL REFER YVIDTH VARIES ° • W 3 m 0r�00c�� �j0c�� A- 0189 �j0� 0c�� 0 0c�� 0c�� 0� �r��0c�� p 0 0� & O c TO FINISH SCHEDULE TO SOILS REPORT SEE CONSTRUCTION PLAN oUooC�oU-189U-ookuO � � �� ou+ Z O 2. REINFORCING STEEL - REFER -1. COMPACTED SUBGRADE I - - - _ - - _ -_ - - -_ - - -_ O m a TO SOILS REPORT ,i 11=1 11=1 11=1 11=1 11=1I1= ( 11=1I 1=1 11=1I 1=1 11=1I 1=1 11=1 11=1 I I�I O a 0 a *° "`=�1 5. 1/4" RADIUS ALL EDSE5 2 8 4. COMPACTED DECOMP05ED NOTE: GRANITE - REFER TO FINISH SECTION VIEW SCHEDULE REFER TO SOILS ENGINEERS SCALE: I" = I '-O" � REPORT FOR MIN. THICKNESS 5. FIN 1 SH GRADE OF CONCRETE AND SIZE OF LE6END Z REINFORCING STEEL. a < I. POLYSTYRENE JOINT GAP DYER 5. 5/4" DEEP X 5/5" WIDE (MAX.) m z EXPANSION BOARD. REMOVE TOOLED SCORE JOINT WITH 0 -__) TOP OF JOINT GAP PRIOR TO 1/4" RADIUS EDGES WHERE J OJ U. O�I�RETE 57EFFERS �=- � �--1� 1� =_-=III GAULKINS. (SEE NOTE) OCCURS - REFER TOgo _I_�_.1..-.__.,..� �._._. . .. _,. -.... _.- - 2. 5/5" WIDE FULL DEPTH ASPHALT CONSTRUCTION PLAN =Y SATURATED FIBER EXPANSION 6. REINFORCING STEEL - REFER 0 BOARD TO SOILS ENC71 NEF-R'S a IS i SPEC I F I CAT I ON5 FOR SIZE 5 4 5. 1/4 RADIUS - ALL EDGES AND LOCATIONS G SECTION 4. CONCRETE PAYING - REFER TO "1'. COMPACTED SUBGRADE Z W co I. NOT TO SCALE FINISH SCHEDULE REFER TO 501 L5 REPORT W O C S. AGGREGATE BASE - REFER TO d J 2 N07F.5 SOILS REPORT 1. LANDSCAPE BOULDER, TYP. (SEE 3. ct01b COMPACTED SUBGRADDE SHEET DIESCRIMON FINISH SCHEDULE) 4. REFER TO GRADING PLAN • APPLY 1/2" DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND CONSTRUCTION 2. 6" MIN. LAYER 1DECORATIYE ROCK FOR DRAIN LOCATIONS IN WITH #60 SILICA SAND. MATCH COLOR OF PAYING. DI_TaLS (SEE FIN 1 SH SCHEDULE ON THE 5. FILTER FABRIC • EXPAN51 ON JO I NT5 IN WALKS TO OCCUR AT CHANGE IN DIRECTION CONSTRUCTION LAYOUT PLANS) AND AHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS SMP AND/OR CURBS. EXPANSION JOINTS IN WALK5 RECOMMENDED SPACING DRAWN IS 16 O.G. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED SMP BY PROJECT SOILS ENGINEER. CHECKED SMP • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF DATE 4/05/10 CONCRETE AND RE I NFORC I NS STEEL SIZE. JOB NO. 114636 G1D ROE SHEET WhOR L-4 D � 57F�EA�vl 5Er� �N/ 50ULZ�ERS RO 21 EXPANSION �O I N7 FaF 20 i r, � :a I 2 _ I 3 00 000 000000000 0 0 o sP rJ � FAX � DANA POINT,CALIFORNIA 92629 5 O\,kNDSCgpo, _s 0 qQ.G Murphy o9,Q�y 6 L OU * -�� Dote -a....// 7-31-12 -40 Doke �P 4 It4 �TFOF CALIf��� \ - 2 ELEVATION ore the exclusive Droperty of These drawings and/or accompanying accompanying spec facet ors Forsum/Summers & Murphy, Inc. and their use and puo he cation shall be restricted to the 5/5" SQ. TUBULAR STEEL = 4 werp original site for use. trey * ---r-T m duction or publication by any 5" DIA. CIRCLES were prepared. Re-use. repr�- I u u 5 whole or part, prohibited n except by written 2. I TALL X 1-1/2 WIDE TUBULAR I- permission from Fors;:mj STEEL TOP AND BOTTOM RAILS = . 6 Summers & Murphy, Inc. 5. I�� 5a. TUBULAR STEEL MID RAIL _ m SECTION 11 = I I-O 1l ! MAX. 4. 2 SQUARE TUBULAR STEEL = - POST ® S'-O" O.G. I. 2q" HIGH DECORATIVE BUBBLING URN 5. COMPACTED SUB-GRADE 5. 5/5" 50. TUBULAR STEEL = VERTICALS @ 5" O.G. ,WITH i I ON TOP OF BASE 6. DRAIN LINE - COVER &F I LTER FABRIC 5/5" DECORATIVE ARCHES -I (SEE FIN15H 5GHEDULE) YST M CONNECT TO DRAINAGES E A5 SHOWN q„ 2. DECORATIVE PEBBLE - REFER -1. AUTOF I LL LINE TO FIN15H SCHEDULE 6. FINISH GRADE SGT I ONS 5. P.I.P. CONCRETE BASIN SHELL NOTE; 7. CONCRETE FOOTING 111 = I '-O II O 4. DECOMPOSED GRANITE REFER TO SHOP DWG'S BY GONTRAGTOR p FOR CONSTRUCTION, INSTALLATION NOTE. NOTE: PLUMBING FOR WATER FEATUR ALL WELDS TO BE CONTINUOUS Uj ACCESS GATE5 TO BE CONSTRUCTED AND GROUND SMOOTH, PRIME p TO ME LOCAL FIRE DEPARTMENT AND PAINT (2) GOATS (5EE CODES AND REQUIREMENTS FIN15H 5GHEDULE FOR COLOR) CATER FEATURE AT FLAN 2 I FOOL FENCE AT FLAN I REAR �A � FRONT ELEVATION NOTES: 5UB0ONTRA07OR SHALL DELIVER TO 7 - 51TE ALL MATERIALS ITO co CONSTRUCT WOOD FENC S GAND TE5. W 1 SUBCONTRACTOR'S VEHICLES WILL 2 0000 1 CROSS SIDEWALK5 AND CURBS AT O DES 1 GNATED AREAS ONLY AND WILL BE _ > 2 2 RE5PON51 BLE FOR ANY 5REAKAGE5 IF R d HE GROSSES NON-DE51 GNATED AREAS. C* o Z00 3 ALL WOOD WILL BE CON515TENT I N M Z O co 3 COLOR AND GRADE - IF NOT, IT WILL W Z a CONTRACTOR'S 10 0 c BE REPLACED AT SUB d O coUj _ 4 EXPENSE. 3 Z Z 0 4 ALL FENCES TO BE INSTALLED IN A 1 O a m a �a / 5 STRAIGHT LINE FROM PROPERTY PIN = _- TO PROPERTY PIN (OR OTHER DE51 G- - -NATED POINT). NO FENCE LINE SHALL O O O o O o 0 o O o 0 0 0 -I O O O O O m 8 WEAVE OR BOW MORE THAN 3/4 e 10 �0 4 q Z 1. 2X6OAF m - g 5 III- >_a < ° 2. 1/2 X 4 TRIM (TOP AND m FOOTING AT CONCRETE W� Q cSJ BOTTOM) JJ LL = I ©o 2 X 4 5T G AND MMLy { WP ° I I=III=i I I I=1 I I=1 I I=1 I I=I I=III= o' D 4. 4 X 4 REDWOOD OR CEDAR I STEEL TOP AND BIDE TUBULAR -7. METAL OTTOM RAILS THROUGH'P05T AI H (BOLT 2) BOLTS, = 2 ref r POST @ 8 -O O.G. - TO BE _ LOCATED AT TOP AND TOE 2. 1" 5Q. TUBULAR STEEL MID RAIL MOUNT TO CONCRETE WITH (2)BOLTS AND = = I I= q m 6 OF SLOPE WHERE OCCURS APPROVED EaUALR.0 SET R 4 Z UJ o - 1=1I I I . II- II-- , 1 5. 2 5QUARE TUBULAR STEEL POST ® 8'-0" O.G. PERPENDICULAR TO FENCE. 5 W 5. 1 X 6, #1 GRADE CEDAR 4. 5/8" 5a. TUBULAR STEEL 5. DECORATIVE COVER PLATE _ �J' E G T I O N - VERTICAL BOARDS RTI G,4L5 5" O.G. WITH OVER BRACKET VE I I 3<G,ALE : '�(_�"'. _ _ - (BUTT JOINTED) 5/8" DECOR TIDE ARCHES �f. GONGR.ETE FAVING tV = = 6 -SHEETCONSTRUCTION , 6. FINISH GRADE A5 SHOWN 10. 5/8" 5Q. TUBULAR STEEL DETAILS 1. FIRE L065 -1. CONCRETE LOW WALL W/ GAP =I I I I= 5. FIN15H GRADE - 5 DIA. GIRGLE5 _ I- OR GEL FUEL 8. DECOMPOSED GRANITE -I ° -1. CONCRETE FOOTING 6. CONCRETE FOOTING _I ( ICI p 2. TROUGH (F ) It _ - NOTE: SMP REFER TO FINISH 5GHEDULE c{ COMPACTED SUB-GRADE I= I a COMPACTED SUBGRADE NOTE. ALL WELD5 TO BE CONTINUOUS q SMP _ 5. GO AGCE55 6ATE5 TO BE CONSTRUCTED AND GROUND SMOOTH, PRIME SE G T I O NS a�a® 3. DEGORATI VE ROCK TO ME LOCAL FIRE DEPARTMENT AND PAINT (2) GOATS (SEE „ - , „ SMP f O. FILTER FABRIC - = q. GRAVEL BASE GODE5 AND REW I REMENT5 FINISH 5GHEDULE FOR COLOR) D�7F 4. 43 PIA. DECORATIVE PRE-OAST BOWL - 4/OS/I O - REFER TO FINISH SCHEDULE __ JM Na NOTE: _ -I I=III 114656 5. MAIN PLATE TH I5 FIRE BOWL USES AN EGO- CAD FU 6. DECORATIVE PEBBLE ROCK FRIENDLY GEL FUEL. NO GAS LINE ��NCi� S�GTION - 15 NEEDED. REFER TO SHOP DWG'S " ® REFER TO FIN15H 5GHEDULE I - I -0 sH�r Nu►Nsat BY RESTORATION HARDWARE FOR 12" DIA. MIN. SPECIFICATIONS. L�5 FIRE 50 L AT FLAN 2 7Et"-'1f=0RA "r V�00� 5� EEN FENCE 21 TE°M`f=`O A --r TRAM FENCE 20 AUG 2 5' 201 18, 16' 8' 6'-6" 17'-6" 15'-6" 14" TYP 8' 8' 7f 7' s rAINITrNs,we wMIsCAM ARCH rFcrs MW COAST WNW^SURE 2W ,= _ -- _ _._ e r s `� - — - -.-_.:__ 4431116 FAX�349I 4131631 _.; l 1 i Fo \_NNDSCA o G N. M u rphy�o,Qcti W � n Cr -� 2 Sratum 1 3 # ;e_e Date a-0-t0 f Date \� l �rFOF CALIFO�� 3 2 PLAN VIEW 1/2"= 1 '—O" These drawings oral/or the 4 accompanying specifications are the exclusive property , Forsum/Summers & Murphy, Inc. and their use and publi- ed 6'-6" 1 cation shall be restrict to the original site cr which they 14" were f prepared. use. repro- duction or pub;ication by any L L! L! L! L! L1 L1 U L1 L! L! $ method, in whole or par;, is prohibited except by wrritter permission from Forsurm/ 6 Summers & Murphy, :nc. 4 2' TYP PLAN V I BN I/2 - 1 O 2 PLAN V I EN 16' S 1/2 111 1 I—OII 10 14' TYP 2 , 6'-6" 2' TYP 4 ~ 6 - 4 -- cm Z r` v ao 4 � 00 N 911 14' 5 �+�+ UJI 9 16 5 s 5117E ELEVATION I/2 = 1 '-O" M 0 to �O 4 = W FRONT ELEVATION ON a c e I/2II= I � o„ 2 00 o :el FRONT ELEVATION OC Z o W 1/2 - I -O 61 �1 0 �:< LEGEND o W z CM 12' 1. CONCRETE SLAB OUTLINE 6 a rr a y LEGEND 2 10 2. 2x6 RAFTER 4 10' 1. FACE OF HOUSE . 2x10 LEDGER TO HOUSE WALL W/ 4 3. 2x6 SLIDE PLATES OVER POST 2 4 7 DIA. LAG BOLTS @ 16"O.C. g�� 10, 4. 3x8 HEADER Z 3 CONCRETE SLAB OUTLINE 5. POST CONNECTION-REFER TO e ' _ .6 STRUCTURAL CONFIGURATIONS n° ° - 4. 2x6 RAFTER BY ALUMAWOOD I I— _ _ _ 8 a Z 911 4,4111—2 5. 2x6 SLIDE PLATES OVER POST 6. 3x3 POST _ — J J W 3 I I=1_° I—III= I=III I I=III J O O o � 5 6. 3x8 HEADER 6 7. DECOMPOSED GRANITEI_ FI �? V i I i—i i i—i i I _III—1 i ' 9 W 2 �c 1 7. POST CONNECTION-REFER TO 00 W 8. CONCRETE FOOTING- REFER TO = o g STRUCTURAL CONFIGURATIONS 5 STRUCTURAL CONFIGURATIONS FRONT 5EGT1 ON/ELEVATION BY ALUMAWOOD BY ALUMAWOOD i/2 11- 11-O�� oef co ap ti 7 8. 3x3 POST 1 9. COMPACTED SUBGRADE PER G J 9. FINISH GRADE/PAVING SOILS REPORT �- 7 Wa 0 3 10. ROOF FRAMING-REFER TO LEGEND a SO � U g ARCHITECT'S PLANS _ 1. 2x6 RAFTER 7, DECOMPOSED GRANITE SHEET D IPTi N ° D III—I g 2. 2x6 SLIDE PLATES OVER POST 8. CONCRETE FOOTING-REFER TO CONSTRUCTION STRUCTURAL CONFIGURATIONS a ° c DETAILS =I o . (—I—I— I I—I I—I I ( I—`I _ 3. 3x8 HEADER BY ALUMAWOOD == 4. POST CONNECTION-REFER TO 9. COMPACTED SUBGRADE PER I i I I I I I I I—I=III—I STRUCTURAL CONFIGURATIONS SOILS REPORT SMP BY ALUMAWOOD DRAWN 51DE ELEVATION CHEaCED SMP 1/211 = 11-0" NOTE: SIDE ELEVATION 5. 3x3 POST NOTE: SMP REFER TO PLANS BY STRUCTURAL I[_ 6. TEMPORARY CONCRETE WALK BY ALUMAWOOD FOR ALL CONNECTIONS, DATE 4/05/10 ENGINEER FOR ALL ALUMAWOOD CONNECTIONS, BLOCK (/2 " I _��� REFER TO STRUCTURAL CONFIGURATIONS BY NOTE: REFER TO STRUCTURAL CONFIGURATIONS CONSTRUCTION, CONCRETE FOOTING,AND STEEL ALUMAWOOD FOR ALL CONNECTIONS, BLOCK - REFER TO DETAIL 1, SHT L-4 BLOCK CONSTRUCTION, CONCRETE FOOTING, )06 NO. REINFORCEMENT INFORMATION. THIS DETAIL IS INTENDED CONSTRUCTION, CONCRETE FOOTING,AND STEEL AND STEEL REINFORCEMENT INFORMATION. 114636 REINFORCEMENT INFORMATION.. THIS DETAIL IS INTENDED THIS DETAIL IS INTENDED TO CONVEY TO CONVEY MATERIALS, COLORS&AESTHETICS ONLY. CAD FILE TO CONVEY MATERIALS, COLORS&AESTHETICS ONLY. MATERIALS, COLORS &AESTHETICS ONLY. SHEET NUMBER L-6 OF �o SHEErs OVERHEAD TRELLIS AT FLANS 1 E 2 0�E HEA� TRELLIS AT FLAN 2 1 OVERHEAD T ELL 15 AT FLAN I I. GENERAL 4. Gompactlon - Gompactlon by tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Gedar or as shown on the drawings. eight inches in loose depth with each layer thoroughly compacted between. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. 5. Posts, Plates and other at-grade connections to be Redwood, Western Red A. Contractual Relationship Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing 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-Up 4. Hardware - 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. 1. U on completion of work, remove all forms, debris, material and tools from strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles - errors. site. p Simpson Strong Tie or equal. Screws, hinges, nulls,bolts, and washers. All 2. The piping systems shall be flushed and cleaned prior to connecting to hardware 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 Scope of Work - Provide all labor, materials, tools, equipment, transportation and P 'arc 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. necessary incidentals for the completion of all block masonry as shown on the 6. Concrete - Glass A minimum :2,000 PSI at 28 days. R COAST HCH AY SIUM 2W G. Additions Deviations and Alterations drawings, Including but not limited to the following: °0'w',j U* F"�� IY. CONCRETE B. Rough Carpentry 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 I. Set all posts, beams, rails and framing plumb and true to line as shown on the drawings. unless authorized by the Owner or the Landscape Architect. Should deviation necessary incidentals for the completion of all concrete flotwork os shown on the I. Slump block units meeting grade A, A5TM C-410, concrete block units Grade from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, A5TM 0-q0. 2. Connections - make all connections as shown on the drawings.5plice lumber �,NDSC,gp and Landscape Architect shall approve 1n advance an such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. �Q���,. MurphyF9,�c* additional work will be authorized without the express any authorization from A. Materials 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or II, 3. Ease ail to ed es of ex osed lumber f bench tops, low walls, etc. I`' the Owner. I. Cement - Standard Portland Cement, per designation 0-150 of the A5TM low alkali. p 9 p or w W Type II, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. Ix Report for Recommendations. 3. Sand - Glean, well graded A5TM designation 0-144. 3 4. Post base - set post column base as shown on drawings, providing minimum 7_ 1-12 D. interpretation 1_t2 The Contractor shall comply with the obvious intent and meaning of these plans 2. Aggregate - A5T ecification C-33 5/4" maximum size. Decorative I" clear all sides from finished post base to top of paving. Renaud Date specifications which shall be construed to include all labor, material tools M 5 w 4. Water - Water used shall be of potable quality. # 0-8-{O ands p aggregates or eo rock as shown on drawin Fine natural sand well graded 5. Countersink nails and bolts in all locations where surface contact is Date and equipment necessary to complete the work specified herein to a c s. 9nforming to A5TM G-144. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM provided, i.e., bench top etc. f OF CALFf workmanlike manner in strict accordance with plans and notes. Should any designation A-165. questions arise as to the intent and interpretation of these plans and notes, 3. Water - Water used shall be of potable quality. 6. Concrete - Glass A concrete s.minimum 2,000 P51 at 28 days. G. Painting and Stain Contractor shall refer to Owner and Landscape Architect whose decision y I. FIII all seams and cracks with Latex caulk and/or wood dough to insure an thereon shall be final. 4. Steel - Reinforcing steel for decks and walks to be intermediate grade 1. Mortar - by volume, freshly prepared, uniformly mixed in ratio I art cement, even surface. pp These drawings cndfor the deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh A5TM 1/2 art lime putty, 4-1/4 arts sand, conforming to A5TM G-2-70. Omit lime accompanying speci'cac:ons p p y p 9 2. Sand smooth all ex osed surfaces Is specified as 545. E. Observation and Rejection of Materials and Workmanship A-4a6, size where shown on drawin s. putty if plastic cement is used. p p are the Surnexcl er prone-ry c 9 p y f Forsum/Summers & Murphy, All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. Inc. and their use and pubi;- sub act to final observation and acre tance b Owner and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoam as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts cation shall be restricted tc the j w y p on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. original site for Wh;cr .hey upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make Were prepared. t e-use, y ary 6. Control Joints - 5aw cut joint 1/4 of slab thickness. Hand tooled score joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. melon of puhoe 'a!- a any t I. La all mosonr stral ht and true to line with vertical joints plumb over each method, in whole or part, 1s available for observation, test and approval, materials and workmanship. Failure i/4" deep minimum where shown on the drawings. y y � w D. Protection and Gleams prohibited except by w�;tter of such observers to make observation, tests or approvals shall not prejudice other. Horizontal joins shall be level. Headers and corner units to show p permission from Forsum/ the right of Landscape Architect or Owner on final observation. Contractor �. Gold Joints - Butt type, butt type with dowels. Screed key joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. Summers & Murphy, inc. shall promptly replace an and all material, workmanshl and equipment which the drawings. p p y p y pon 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 Polysulfide sealant as manufactured by Thiokol, I. Ail bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be same size as wall reinforcing. Refer to Vlil. Metal Work F. Samples L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope Work - Provide all labor, materials, tools, equipment, transportation When so required by the Owner 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. cl. Curing Material - Hunts process MD�G. '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 G. Local Codes indicated on the drawings. E. Grouting of Masonry 1. Steel tubing in sizes shown on the drawings A5TM designation 500 and/or All construction shall conform to all local building codes and ordinances. It is 1. Grout all cells with vertical steel solid as shown on the drawin s. hand forged, cold roiled wrought iron in sizes as shown on the drawings. Contractor's responsibility to verify all codes riot to commencing work. 10. Color Conditioned Concrete - Ghromix admixtures for integral colored 9 w y y w 9 concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. H. Utilities II. Dust-On Color - 'Lithochrome' color hardener b L.M. Scofield Company. 5. Concrete - Glass A concrete minimum 2,000 P51 at 26 days and/or y3. Provide minimum 5/4" between steel relnforcing and blocks. 'Por-Rock' as shown on the drawings. 0 Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all ut111t lines prior to an H p y p y 12. Surface Retardant - 'Lithotex' top surface retarder as manufactured by F. Weepholes �� 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. construction. 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 'Metallzing' or galvanizing or powder coating if shown on the drawings. 09 manufactured by 5ika corporation. walls with I cubic foot gravel if shown on drawings or approved drainage UJI I. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation I. Contractor shall make all measurement for fabrication In field prior to Contractor shall thoroughly clean and keep free of debris and waste material B. 5ubgrade � Moisten all G. Expansion Joints starting work. entire construction area to the satisfaction of the Owner. I. Grade all subgrades to a uniform depth and compaction. subgrades prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural 2 Gut all footings in undisturbed or compacted soil. Engineer's specifications. . 2. Horizontal bars to taper with grade or step with grade as shown on the J. General 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 same force and effect as though written in full herein for all I. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. G. Welding pp y 9 by a Soils Engineer. I. Welding to comply with the requirements of standard code for ARC and construction sections. I. Gleaning gas welding. II. C. Forms 1. Glean all masonry work, remove all mortar stains. SITE EXCAVATION AND ROUGH GRADING I. Use only finished lumber. Set all forms true to grade and position. 2. Weld to only clean, rust-free surface. Scope of Work - Provide all labor, materials, tools, equipment, transportation and 2. Upon completion of work, remove all mortar droppings, debris, materials and necessary incidentals for the completion of all clearing, stripping, excavating, 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 3. All welds 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. YI. BRICK MASONRY colimited to the following: W D. Expansion Joints Scope of W 4. Grind smooth all exposed welds, match adjoining- Provide all labor, materials, tools, equipment, transportation and w j 9 surfaces. A. Protection of all curbs, walks, walls, 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 co 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. O 00 the drawings. D. Painting B. Clearin and stripping site of brush, debris and other foreign materials as joint in concrete not to exceed a horizontal spacing as A. Materials I. Prime all metal work with one coat Zinc Chromate primer. _ � 9 ww 9 2. Place control j p 9 1. Brick or stone conforming to ASTM A-62 grade MN as shown on the drawings. Q d outlined in the drawings. specified by a soils engineer. 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown � Q V 2. Cement - 5tandord Portland Cement A5TM designation 0-150, Type II, III, or on the drawings. Paint to be 4 mils minimum dry thickness each. O Z C. Excavation for all foundations and footings to the dimension and depth shown on 3. Place construction joints in concrete where casting on concrete is to be Y low alkali single brand throughout. Refer to Soils Engineer's report for 3 the drawings. Bottoms of excavations shall be smooth and level. All loose stopped and subsequent casting is to be started. recommendations. . Prime and paint per above, all field welds. W Z 6 material shall be removed therefrom. W ~ E. Protection and Gleams Q � C � E. Concrete 5. Sand - Glean, well graded A5TM designation 0-144. I. protect all existing work from paint overspray. °U Z O D. 5ubgrades shall be watered and compacted to a relative compaction of a5�. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 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-site welding. 0 al E. 5ubgrades under all paving shall be true to grade and cross section, hard, 8 days, Compressive stren the are to be determined in accordance with O a m a uniform and smooth prior to placement of base material. 6 ASTM -3a. The slump shall got exceed 4". 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM 3. Upon completion of work, remove all scrap Iron, debris, materials and designation A-165. tools from site. F. Backfillin of all excavations and trenches after placement of foundations, walls, 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in 9 p accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed 1n ratio I part cement, walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be concrete A5TM G-a4. 1/2 part lime putty, 5 parts sand, conforming to A5TM C-210. Omit lime putty in acceptance with Engineer's specifications. if plastic cement s used. F. Concrete Finishing �1. Grout - b volume, fresh) re ared uniformly mixed in ratio I art cement Z G. Grading of areas indicated in the drawings including bringing existing grades to 1. Broom Finish - Tamp fresh concrete with heavy metal grid. 5creed with straight y y p y p Z within I/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cemen , 3 parts sand and 2 parts pea gravel. and edge to on even hard surface. Score as indicated on drawings. Use a B. Layying of Brick a Z H. 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 1. Lay all masonry straight and true to line with brick vertical joints plumb over J O 9 outlined on the drawings or as approved by Landscape Architect. shown on the drawings. each other. Horizontal joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as shown on J J _J is and surplus material and remove from site. 2• Rock Salt Finish - Tamp fresh concrete with heavy metal grid. 5creed with the drawings. CONTRACTOR QUALIFICATION NOTE: �(7 V I. Glean up and remove all debt p straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Score as indicated on drawings. G. Reinforcing ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED G- Z WR 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 MA5CONGRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-8 III. DRAINAGE to be same size as wall reinforcing. Refer to Structural ALL MASONRY CONTRACTORS SHALL BE CALIFORNIAFORNI LICENSED G-2Q ~< 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 g Engineers specifications for oil steel sizes and locations. �a p 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. D. Gutting of Masonry °d r- drawings, including but not limited to the following: 5creed with straight edge to remove all irregularities. Float to a smooth I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less CID surface, steel trowel and edge to on even hard surface. Apply surface than 1/2 length shall not be used. Stone to be cut with chisel and hammer. �j Z W A. Materials retardant to finished surface, prior to initial set per manufacturer's I. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Groutingg of Masonry u, W Q IH O non-perforated In diameters shown on the drawings. Reveal aggregate by using water jet and coarse fiber brush to remove i. Grout core walls solid as shown on the drawings. p d J� �� retardant ante from surface, washing thoroughly until surface is clean and 2. Basins and Drains - High impact plastic. Styrene drain basins, catch basins w 2. Provide minimum of 2-1/2" grout space between double brick walls. Provide 9 w w y exposure is complete and uniform. minimum 3/4" between steer reinforcing and brick. SHEET with grates, high impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and cast iron grate to diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. PT10N p H. Water roofin shown on the drawings. Stainless steel or brass deck drains in hordscope as Screed with straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterpp�oo all retaining walls below grade with asphalt emulsion, or other as CONSTRUCTION shown on the drawings. s eclfied b Soils Engineer. 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform w y 9 SPECIFICATIONS depth below concrete surface. I. Gleaning and Sealing B. Trenching and Laying Pipe I. Trenches to itch a minimum of 1/5" per foot unless otherwise indicated on the 5. Stomped Concrete - Tamp fresh concrete with heavy metal grid. 5creed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution DESK NO p p p of mur(atic acid and water. Apply clear sealer to exposed surfaces if shown drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all irregularities. Float to a smooth surface. on the drawings. DRAWN MP excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake SNIP method using a minimum of 60 pounds per 100 square feet. Apply in 2 or 2. Upon completion of work, remove all mortar droppings, debris, materials and CHECKED 2. Bottom of trench shall be smooth and continuous to flow 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 will not bear upon the while concrete is still plastic using imprinting tools to make pattern as DATE shown on the drawings. Apply color curing compound Lithochrome color VI 1. CARPENTRY 4/OS/10 subgrade. Adjustments to line and grade shall be made by scraping away or wax b L.M. Scofield Gom an using roller orsprayer. If 'Bomocron' type Scope of work - Provide all labor, materials, tools equipment, trans transport and filling in with backfill under the base of the pipe and not by wedging or y w y 9yw ww NOS biockin surface is shown on drawings, a release agent must be applied prior to nc udinarbut not limated to completion lows of all carpentry as shown on the drawings, 114636 g texturing the concrete. Color curing compound may be optional, as 9 9' CAD FILE indicated on the drawings. A. Materials 3. Trench material shall be used for backfill. However, no rocks or lumps SHEET NUMBER 6. Sand Finish - Tam fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawinggs, shall be used. Welded joints shall be given at least 15 minutes setup p straigght sound free from marks in head knots, soppockets, slivers, ana before handling. Above the level of initial backfill, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel checl-cs. Select grade or better where shown on thedrawtngs. L-7 backfilled with trench material. trowel and edge to an even hard surface. Prior to set, lightly sponge OF 20 9*ErS r a.uv 2 5 � 1C� w / `° / i l / % / I// ' r _1._____1.__----- //L//_ /_I// //////I / / .qr % / / - / -\ i { _.., Jy / .. / „,. __., / I / / , - _ / � i COACHELLAVALLEYWATERDISTRICT � 3/411 TION WATERANALYSIS/ , LANDSCAPE IRRIGA � // 3/4 - ,, .t tt 'z,/'1 1,1,I/..I1 I"I'1'I/,/"I/II",/ //// /,////// A////I/// ,I � ROJECT. 3/4" P he Legend atthe Gallery / odels Landscape Plans ' / 3/411 % RYNERS.INC. __,. _ _ — _�_._____ __/___. . _-=-_- _. Tract 31490-1 LANDSCAPE i1RtNiECTS 34'197 COAST F�CFiWAY,WM 2DO II I I I I/,/'I 1,,1,�/"I 1,I I11"/"I I'I,.,I I I I I I I1 I"1,.1,I"I 1I,1,11"I.,"."I II 1 I.,II 1;I I 1 1,I1/"1 1 11,"/121,I,I.I-,I/1/",/l,o"1I,�//II//I 1,/',I/I'1 1,/1,/";//I,/","/1",/,,1/"1',"I./,,",'/I,I I,,/III/I////I,I/",,/"/I,".,/,-11,,,I//I,�"/./I I/,"I/1,1/"//.1,I,eI,1,'I,,I'll/',,,/,I,�"/,,.,,""��",,"I,/,II,","/.,�,,,/'1"/1111I,,/,,/I/"\\/I I/////"I I I\I\I- /,I',1,,_"t/////,/,/,/////,/,,//,,I,__,////...1/"I /////-\>////�I I I) Z/ l�I/I 1-1 A_____1I '_"z -1 1-,1___,___I 11 P,!!-.-/--,,-i !I 1., �`' I'i Cit�r of Palm Desert California DANA 9m6� ii IIII (-cFU=WU y�J)) e?r / / i / 1 ' I, , Lot*86 (949)443-u/6 FAX"443-16M , ' / / / !f 111 3/4" t 3/4" 1 III Project ETo: 93.90 / _ NDSC i tt . \ ( 3/4" 3/4 ,i MAXIMUM APPLIED WATER ALLOWANCE: �k.0 Murphy Fq,Q - ;r 3/4" I ---- �H ALLONS PER YE �w °�� (G AR) `/ 3/4" `�-- 3/4" j ! 3l4" 3l4" I MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62}/(748) X � . - _..._._- ` / /� /' 3/4" 3/4" _ - -. - ____. _-_._-_- -__---- _._._.-_ _..__ . __i.. ___ _____ �I 93.9 x 0.5 x 11,312 x 0.62 / 748 = 440.2 CCF - - 7 3t 12 /� % ✓1 I Renard / I * e-a-ro "� I 0 oats �,,P ' / s ___. __. ___ _ _. 3/4 60E 3l4 3l4" / tt ; .. _: .. ! .,... __�_ . _. -- i �j ESTIMATED APPLIED WATER USED: FOF C Al if / '% / I y i 2 , 1114 - ---._ _...-_.. _ -_ - --- �_.___.---..a_.._._. _1.__-- � .__ �_i_�.i li! (GALLONS PER YEAR) / , I -- - ------ - ----_._.._-_� Ii' ' , / � , 52E 5 I I _ ; / - IIi EWU=,(ETo>alant Factor)x(Hvdrozone Sq.Ft. cl.62J/(7481 : �� - I 4i ;-� I - 1 I II Irrigation Efficiency These drawings and /or the i 28E i ! accompanying spec ficet ons t i14 r , ii , 'I i j ' ' i ! :.` _';:::_' Ij I' ore the exclusive property o= ' I i ; __ _ _ _.._ _ _--_- - - , ------- - --- - - -- ---------- - 1__. ( Low WaterUse Shrub Planting Forsum/Summers Mu tiy, 11 & ro: 3%4 1 _ _ I Ili Inc. and the,r use and aubu- ' " - - - - -- --- ------_ - I _ t --- r _-_ -_ _ . __----_ .__.__.___ . ._.__ „- - -_--- 63.1 CCF cation shall 5e restrictec to a}e I �. -- ,� - 3,649 x 0.62 / 748 ,' ___. _ __._ ; ilk 09 original site for which the _ I ' ,' = __ _ _ _._._. __ i . --____ II I were prepared. Re-use. :epro- I I 1% 3/4" W / --- - ;- i jjl�l Mod WaterUse r _- If:!!z I ,!�______zIii:1!I� \- I duct,on r pudhca ion ov } - -!- �]#.1 mg method,oin whole for par , is � Shrub Plant• - - i °! I j i! 93.9 x 0.5 x 7,079 x 0.62 / 748 - prohibited except by wetter, 3061 CCF � / I I i : to om . o , 1 ! 0 9 purnm n�r rsum i - - - - - - { i 1 d I S ers Murphy, Inc. 11 I I / ---- - i I . - :r -- - -- -- - --\ - - - - _ 1. ( Low WaterUse Tree Planting: 11 Ii II If 1 UWz=dI) �. . . r r j/ ! j j i } --_.____ / 1�I , 93.9 x 0.2 x 219 x 0.62 / 748 = 3.8 CCF I I'i --- i --- -----L -F -- ____� (l1 0.9 _ � ! � ' I -� �' __ j =- -- I ! ' O . .� m� �___.- w-_ >._ li Mod WaterUse Tree Planting:/ v� -- ► _ j ° { �I' 93.9 x 0.5 x 365 x 0.62 / 748 15.8 CCF ,; t I I 1 0.9 ,I ; I 1 L t ( ,'^` I y 1, d �A I- -- I MAXIMUM APPLIED WATER ALLOWANCE: 440.2 CCF v n t tin t, n 1 j 1 i (in hundred cubicfe i _........__ __—__._ i '' � 11. �,,�` j xl II TOTAL ESTIMATED WATER USE: 388.8 CCF :1 1 y c �_. 5� 1' Z I hundred cubic fe 3/4 e 1 1yr i I:� I 0 I,., d n, _� a R � tl 3 I i -- r- -,, � I� _, -- N . �\ f 11 r ��� � I \: I - �� I f� I j I 2 1 _ 11 50E �4 ,s r T L-� r,k,=�_�L>>_.Mam c -- - ----- ----_.. .._ _.. _ /. - --- ;% '/ ;,/" % 3 3/4" 3/4' 3I4 �; f - r ! Ili H i'� j __._ a 1� n 3�� z , �� r I , ,;' __.�_.. . 14 , rH r 111 COACHELLA VALLEY WATER DISTRICT i m0F<42 ' I ii , i iii 1 3l. N , '\ a I „ i / / - r - 1 '/ 126E 3/4" _i r? \ I^ ',� 13/4 Ili i 1 -..3 " a , G �-Y, !_� LANDSCAPE IRRIGATION WATERANALYSIS // n I{ r; �: ,/ skr III , ', /, 314 - -n_ ,,..-.r:�. �1 fs \�'~�-`t 111 ' i r i, ;;' ' 1 _ -- -_ s I' i" li =` ii PROJECT: The Legend akkhe Gallen I I �; ,I / I! Models Landscape Plans ' ,: r " i 1 i- -I 31•'� \� i I i; %�, �� 'I 1 ; �\ V f - = i 1 11 Track 37 901 _. `. / I I I i / r% //' ..� C --- 'Il, t _11_4, 1 P i -�i f,-.r ��.—, yr�_� .rxa." 1 I I i :/ - I.z` I� �`!.,.�_----__- -__ =-;1 ;I �/ � Ciky (m Desert,California8 of Pa \\L L,1'I\L,,',,",,L\"\\%\1,I,-,\I I,.\\',,"I\11 I\\\\,\\\ \Z\,z,__-,,111 z �/�/I,/\/ ,;11�,-1/�-I- _L_iII"1I--I)I --,I11 1,�I I�i I NI i . �� x : i ,! - 4 _j' . I i' Lot#9 50 -:1�1,!�I1,4 i.,i 1 11l",,�I!�i I _7( III iii II I. I 1 i i E ' - 1 ' ;� " � _..= -- \\ i \t \\ i /r/ // r r ,z �/, 1s %-' m,mx.maa:;,s -`— I - L I I II L,I L.1,\'L I I I , 11 I,1\0,1,I,11\'L 1,'Ll,\ 1,IL'L I I%,1 I,L.1 1,\,,,I 1%' \ I I I i l � 1f -\ 1\ �I \V �, I 1� // _ I II :/ _ ,:_ ^'+ - ,31 I 11 Project ETo: 93.9�D 3 / \ 1 i K" I A \ I: \ 3/ " I !' MAXIMUM APPLIED WATER ALLOWANCE: Vo 1 I : x �° ' \ ALLONS PER YE M i �... _.. - - - r. I i \ f V y t"I IA W i 1 i ,' j 88E (G \V r� ::3 _._ _ _ i C 1 \ MWA=�T ) ( ) CTotal qF ) ( )t4 ) _ �_. �� y� i r� W 1 i 3 oxOSx S . t. x .62 /7 8 Q \ 3/411 ! .- -__. _ . , \ I r \\ \\\ 3/4" - E ,, i l _`./ ; / cai I 93.9 x 0.5 x 4,974 x 0.62 / 748 - 193.6 CCF 3/4 _" _ - - -- j �' Q - - - 'i I \\I\1\\\\\\\,\�\\\I\\\I\\\\"1\\.,,\\\,L\\X\\\I\\\\i\ 1\\ 3/4° ,- �Iy �i 11 li r y 0 Z ,_ 1\,\3'L7,I L\�1,O1G\I L'I\I I.",I I1L\1.)7\�\_I1�,II,0 I I �I,1_--,�`_�,�,&",'z,_-1_-.1_,1,_II!I.�6 L .' WATER USED co f 51 - , : - "3/4" f.- - �.__; _ t;' �" ; ,;� �� T.�._ _.0 . ���, � ,-� -. I (GAL 0 SEPER YEAR W \ _ I , - 3/4 / x.`: s 1 ' ---- i z LI/.. \ m \ I / r f �_`' s t v / \ I d n CO , r , .— y E .�. \� � ` ,,,�� _ _ - ToI alant Factor)x(Hvdrozone Sq.FQ2j(,62y(7481 �i ._-_ - _ - c �.1 yX n l _ - '" '� ,fir'.;S> —_ -__ I i - Z = - j Irrigation Efficiency 0\ 3/4 � � ,� i , a. m a 4 � I r<� _ __' -_ ; V A is t t s I s \ 1, \ / / ,- L 1 �itia_.ZI- ' ! �� �x Low Water Use Shrub Planting F ' \ \ J `� 3/4"i �, - / 1 ,�� ( ir�' 93.9 x 0.2 x 1,852 x 0.62 / 748 32.0 CCF ;'II1\,L11 1\II\1 I1r,1 111 5 \,\I7'I L,,","-L 1I1 I1,.L1,\1�,2,._L 0,�1.,_1I,I�I\I-\,I\\\\\1 1 1 ( � =' 3 _ -�.._ -- \.. g .. ...__ - r - ._- 1.._.__-_ \ \ - - -- �, i, //, /\ I{ ' z j il Mad WaterUse Shrub Planting: �\ 0.9 A - �< -� i - �' 3/4" ti x ; -- '% �i W 2,8 -�-' 122.5 CCF - - 1 3 = 4 I { .__ - — ----- -.- - ---- \, __ - -----_ '- ---- ---- _ ._.__._.. ..-_.._ _ _ _ _____ -- -._-----------._.._._..____..--____-- _ �\ \ \\\ \\\�� - _ - -- ------ _ 7 , Low Water Use Tree Planting: (�F— \ \ \ I. 9 x 0.2 x 290 x 0.62 I 748 = 5.0 CCF J :- - - _ IIi TE 'A' BE \ O \` _ WATER METER(TYPICAL) - --- --__. ._. ---- __.-_ _-__ .._. -- _ .. ---------- _ ------ ------- ._ _-- - ---- _ ...- . ..--� - 0.9 -- - ii.II __ \ \ __. _ - - , SEWER SERVICE LINE _ Z 04SA26TK10 \ \ \ __ -,.,..._ - -- Sweeney + associates W Y �c \� /•;_- (TYPICAL) I MAXIMUM APPLIED WATER ALLOWANCE: 193.5 CGF IRRIGATION DESIGN AND CONSULTING c W MATISS DRIVE 38lrfomia CL i W '`, \ \ _.�-' ___ (in hur�lred cubic feek] \ _ ' \\ ; ' .. DOMESTIC WATER SERVICE LINE TO HOUSE 'I 3873o Sky Canyon Drive,Suite C F'a -�% TOT USE _ _. \. J _- _.._- ..__--- -- ------_ --- -- _--- ------ -I __ _.. --- - -- -. ...--- - --� ( hundred cubic fe ] r ;!:q. ALESTIMATED W TER Murrieta CA 9 563 ,-j :�IZ A �� -- _.._. . in •* fee 951 461 6830 p•951 461 6850 \ i ./ = ,� '\ \ vewv .ssweeenn ney�assorcorn �j Z W 8B0�U V - \ stin,Texas Ft Lauderdale,Florida u� W002 L3) \ r _ - - V r. ��,' -,_... r a tJJ u m,a• -- V A_ -I i A NOTE A: NOTE: CITY OF PALM DESERT • SECOND CONTROLLER SHALL BE INSTALLED WITHIN GARAGE FOR ADJACENT PARKING ANY CHANGES TO THE APPROVED PLAN MUST BE NOTE: INSPECTION SCHEDULE NOTE SHEET DESaU N LOT IRRIGATION OPERATION. CONTROLLER SHALL BE RELOCATED TO LOT 87 AT THE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED IRRIGATION TIME OF FINAL BUILD-OUT. APPROVAL PRIOR TO INSTALLATION ADJACENT TO BUILDING / HARDSCAPE, NOT IN THE MIDDLE OF REFER TO THE TITLE SHEET FOR THE CITY OF PALM PLAN DESERTS INSPECTION SCHEDULE. NOTE B: PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. NOTE: - ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND Dim A MINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES S+A TYP. HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF These plans have been reviewedby�theCoachellaValleyWa�Districtin �� S+A WATER IN THE IRRIGATION DESIGN PLAN. p, T E accordance with Water CodeTitle7,Division1,Chapter3,Article10.8,Section OM NOTE C: R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY the local governing agency(Gilt or County)."Approval of this drawing by CVWD VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT NOTE: staffdoes not constitute approval to encroach into district and USBR Rights-of-Wa%. D^T 4/0 j/10 NOTE: p Trees,plants,walls,and permanent structure of any kind may not be planted or Na POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT NO CONFLICTING UTILITIES WITHIN PROJECT AREA s T R 1 G installed in CVWD and USBR easements or rig of way without lust obtaining an 114656 REPRESENTATIVE PRIOR TO STARTING WORK. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR Q �-^ • a �J `encroachment permit from CVWD. / / GAD FI E - NOTE D: BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT SCALE: ( 11 = 1 p l (^� — BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. DA W MANAGEDgT-T SUPER OR , SHE rJLJ ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. CVWD PLAN# DEVELOPMENT RVIC SLPERtiZSOR � NORTH 0' 10' 20' 50, 40' OF 20 I.29013 A,) `.# .5 /�I(] I 1 i t Y' ,,.,, I i I , VI I P =y jmGI 1 I COACHELLA VALLEY WATER DISTRICT ! LANDSCAPE IRRIGATION WATER ANALYSIS i 1 I ' PROJECT: The Legend atthe Gallery Models Landscape Plans _ -_I i; -I Tract 31 49 0-1 t rAa1►ets,INC. LANDSCAPE - - -- -- -- �- ------------ s------ --1---_ Palm DesertCalifornia +rrfcrs -- --- ----- . -- -- --- ._ _._._� -.._. __ ___ .,_ _.- -.. ._ �.- - -- -- - �- .;--- _-I); ! i ____ ____- _. __. _----- ---------._ _ _ . __ ___ __ .__. _____ - _._.__._ - - - _ ,I I O a nIa 34197 COAST FiGtiWAY,SUfTE 200 3/4" ? Lot#88 o�wA rover,c�tro�tt�u (9 4431446 FAX 4S31fi31 R!" 3/4" j Project ETo: 93.90 . 3/4" 'i i I MAXIMUM APPLIED WATER ALLOWANCE: kp 0 1DSrC '°41 Q� 1� J 'Q ~,''I (GALLONS PER YEAR) �, S ,y c I r I 0 11 4 MWA-(E tl _ -- --_-_-- ___-- __-_- -_--_-- -____-- -. ___-._ _..___. ______ ___ _.__- ___ __1��._ ____._. _ _. - To�c(0.5)x(Total Sq. Ft.)x(.62)/(748) 0"� -_.. .. -.- --- 1 w n �� 1 r 3/4 r <� _ c .1 r` � I I I 93 7-31-12 Dabe F�f ; I - 1 v -~ �� - I 9 x 0.5 x 5,682 x 0.62 / 748 - 221.1 CCF 11 7, - 11" ,..,. 1 /4 . i- ! 3/4" / s, 1 _ 1 - I i ! :� REnB� 3 I 1 a-d-10 I,, "I - ---, 1 f,�'� ; �`j °�� I I li ESTIMATED APPLIED WATER USED: ��F DF r,ALtFO�� _k__` W� > i I I4 /" / Z s �v �I (GALLONS PER YEAR) WIII 1 _ -� - ! .-, ... t " < 14 i I ac or)x(Hvdrozone Sq.Ft.�xl.62)/[748)\ 1. .� ! I EWU-(EToIxCPlant F t III I1 r /4" 1(� I-- , i ; 2 r Irri ation Efficienc 1 , 1 11 i , 1" V. t r .r C 7:1 g Y drawings C1,/or 're - ___. These _� -_-� -' ! � si. </s 3 r �.y I�1. accompanying SCifiCatiGrS I I I ____.___J L-_I 1 + ! 1 -_ tr.� k; / '" •-'i r,/r�c 1: I i are the eXC1Us!Ye property �`. 1+ I _� I I 0 I „1 1,- ,4 _f Low Water Use Shrub Planting Ii rorsum/Summers & urohy L [--'- , s - ►.! ' s ! Inc. and their use and pu :_ - I,I 11 �� 1 i 67.3 CCF I 93.9 x 0.2 x 1 , _- i ; cation oshall be res nctea t trie i IV of v- i 3,889 x 0.62 J 748 I I ', a! I 0.9 r , site '�� w r one o he v W 1' _._ _..__-- - od WaterU du 91 1 -use. a- -- I ;\}' e prepared reD - -- - _ __ were Re -use. , i �r� '��_' M se Shrub Planting: pu coon any ono b is r c !I 1 -- � ; method, whole Dart, r---- - /4" = 68 3 CCF eth or ` -----..__�l _ � 1 i 1 x 0.5 x 1580 x 0.62 / 748 p r p+, y rit r - 3 F, I 93.9 rohibited exce b w e b y3/4" 3/4 if Z �' 1 - I 0.9 permission from rorsumf r/ I i I > Nay, inc_ I - l: zl: it � i ; Summers & Mur - - 3/ li _ 4r1 - -- -- E:,�.�' 11 I , i�W � _! 3/4n ` ��� �, Low WaterUse Tree Planting: I I-- i_ __. Yii b 6 �; I-... 11 _.__ i C� i! - I / : \ I ti )- I 93.9 x 0.2 mx - n! - { 0.0 CCF J, I0.9 _ i .,� 5.-t i � x r= - . - ._ �._ .__ = ` _. _ _ I I i 0 x 0.62 / ?48 W , I i Mod WaterUse Tree Planting: _ �� 11 l� 93.9 x 0.5 x 201�3 x 0.62 / 748 9.2 CCF IJ Y+ 1 I i l . ii, 11 z 11 k ��k 'io,' � II � { I ? 1 + i I I ,� 1 � ' mot, tr; x ,I,--, ,I ! I ' , r _ :`dv 'I- II` i MAXIMUM APPLIED WATER ALLOWANCE: 221.1 CCF Ir It t � t v ,i 4 1 TILu mnr_n II ." , ' a ', 1rr - i1 1 (in hundred cubic feet) �.---- , 1 � r el"i f;, � TOTAL ESTIMATED WATER USE: 144.8 GGF rm m „ II_ r ! _j I 'r '' 1 aL;tfs,t Ia j0 i (in hundred cubicfeet) Z T�l ''`' _.I c l_// ".f' 4 4 e'er A. :i' ll ell, ., `i� , I I O r _.....-., ki , _ 'ems:, i1' - c ` �I.,, g I. ' f i I ,: . _ r i^ r_.7 _t:s. '� 1s'<:s.: sfra.. J a-.s_,. .. s.; r�17_1- .�; ii F I. 1 i I I1. i (A ,i I _ - _._... - --- -- U I i ', T I, 1; I,' I §i 11- I ^//////P 11 W ls.ti.l A. -_ _.,. _.,__-._ II __ - I R I i ! 1 I Ili. [, , A i \ n i4„ l � ' - I .4 1' I Ei , e , S ; ri n n r; i! 1 I W :a 1111ii:::::t � . _ �-4 I� .� I 3 w ,, J" i !I 1 _ r�.:. 1. -- - - - is I I- ^...rsa u..vvr:s�sma :; �s �a a:a i:e^s .a•._,-"w1: . '$ , - _. srt _ i I ..__ \i I 1 1 o :.. ke .. it, �; A HELLA VALLEY WATER DISTRICT L H ra..zi, x, � LANDSCAPE IRRIGATION WATERANALYSIS i _RL I ; r, -__--- ` �. -._ - . . I - - ij 1 I� 0 >�» „ ; f; i' ! i PROJECT: The Legend at the Gallery 75; i� i i p . -_ `x I'l �� '. Models Landscape Plans _ 11 __ _ I = i!N , - ___-______ -_ t sz� _. ! ll. .__.,< , ,,I-._._..,_yA...r<j _.-______ I; i lI " Tract 31490 1 Y1. - City of Palm Desert California 1 3/4" �' __110 1 5 ,..._. w�. .' .__. ..�_ - i I Lot#89 �i '� .. ,. . , i:r 'n'11� pF, SR' ' Ii1 z?;- -._. 5._. .._.._ - _'__ . ..._ .it -.__ '1".' iI 11 ! i I Y v f. _.. . , , fi i v,,.:r, ^.rtr-;z:as�,a�.._,s _14 f1 A .. ,g I I I / a_� �I L &A �, 4�i I'' �� _- �'I i i Project ETo: 93.90 7 _.�_ 2E =n t T 42E - - ! 4 a xr.` I 3/4 2 I l !' I ; I i . 4 t__ Cr ___-_. _.___ - - .... . _ 4n i� _ \ _.._ _ i MAXIMUM APPLIED WATER ALLOWANCE: ' 190E 4 �I mod,. r= r � FI 5 ' 41r t j E (GALLONS PER YEAR) co 3/ 3 �8E % 1 WC, i' �` { '7rL.� ,f/'5 ,� `�\ °. 1" 3/ 'r 3/4 2 - f. i' j I I a f! R- I �'1 t,�,f `..�9' sl \ /3 I; j „ ;.. - r/ .:r r� = Z .1 OE / Go I , � ),r', � MWA=(ET ) ( ) ( otal qF ) ( )( 4 ) - , 4 3/4; 2 9 , j I ox05xT S t. x ,62/7 8 t; q I \..:\ ' L t�'' _ I r 1 ;,_. -i =:: :. ! 93. x 0.5 x 5,9 x 0.62 / 748 = 233.3 CCF W AA 9 94 0 t, :i I k W ..,, �.:..�ir\•.'`_� Mi 1 „:_ i3/4 \.- _ 1, � r ,,,t.Lq' h i:i 1',,\_ % ��\ ;1 /11 126E r I Q V C/w' ,' ���, I �`��; ;! r> t; r` ESTIMATED APPLIED WATER USED: M � [ _"11 ", �__,_�, �___-, (GALLONS PER YEAR),c, ; , fil\ �_ G AR <, r 0 , --- - -._. c 3/4��, n , + =-- ��' ;C ' EWU=1ETolx lant Factorlx(Hvdrozone S Ft.lxl.62 /748 W W O r� 2 Y _\ / ,,. , -. a /4 <� a Irrigation Efficienc r / .-� :_ i / 3 - : 3/41 � 4: y IQ / ���( Fa - I _ .. LU I % 3/4 �•\ J r/V\��� jt 1 I I �i. O W Z iD , ------- -_7.; cam. Jc _,.< _ -._ _. 4 z 3/4"' i' I N _ r• > z ��C>; ( Low Water Use Shrub Planting: m J �` IL a �,: T`. �{- rr + < 11 _.__._._ _, °c\ 93.9 x 0.2 x 4,069 x 0.62 / 748 70.4 CCF r _ a - _ a, c \I / r it r , / / .�. ___ :I I :a._. "i�.', -i"1 r ( l411 / \r� �t =� 1G1(4 � sp� 0 ���� 7t_ � ,v,��, -- 0.9 - ----<: i - ��-, �r 7 3/4 I z + I �/ /i \ I -, 4 r�\,r' ,- G _ ! Mod WaterUse Shrub Planting ; I \ F 5� ' n I .1 3/ � � �I � i __-� i /'h v 3/4" �� b .;t� �.,� �' .�� i - 691 CCF I - - _ n ; - - y 11- 09 _._ ' ;: 93.9 x 0.5 x 1,598 x 0.62 / 748 /\ r i i11 /,// ------ ----- - / Low WaterUse Tree Planting: Z { �, \ I /; i w i t r j.Y , 11 ", - f i I W W A j` ( r �, I 93.9 x 0.2 x 109 x 0.62 / 748 = 1.9 CCF _..: __ -.---- ---- -- _-_ = - - - -- - - 0.9 __ l -__..__mot-.._.....__�'.. .._-._'.i}'- :: li;.-_._. _ _-- _- _ .._. ...._. __..... -_. _ _..._. -_..__ -.....-_ '__. .__.- - o - =--- <>----ter -� ==-- ___-( --- - _ Z _.- a - - 4 __- ___.___ -.- -__-. __ _ __-_. _ _ W F' � ---._.-_ ___-__--.__.--____ _ Mod WaterUse Tree Planting: J F� ____`___- ._.__._-_. 93.9 x 0.5 x 218 x 0.62 / 748 = 9.4 CCF SEWER SERVICE LINE i _ - -- - - --- '----- v (TYPICAL) , WATER METER(TYPICAL) ;__-_ ___.._ _ __-_.__ ___._._-_ i 0.9 O Z 0 _--. _ _.-_-.___. - .___... __-____. .___.____ - __._... -- - -.-._ - ____._ -___ -- __--- - -__.. _ --._. .- -_..-- __...---- _ ------- ---- .-.-...- -------- - ------ . 1 sweeney associates UJ Y I 1, ' I IRRIGATION DESIGN AND CONSULTING -_-__.__-_.___--_-_t__--__--_.-.-.-____._._ ' j MAXIMUM APPLIED WATER ALLOWANCE: 233.3 CCF California < W DOMESTIC VV/��fER SERVICE LINE TO HOUSE i (in hundred cubic feet) 38730 Sky Canyon give,Suite c H a TOTAL ESTIMATED WATER USE: 1 150.8 CCF Murrieta,CA 92563 4i i 2 MATISSE DRIVE I 1 ! ( hundred cubicfe 951.461.6830 p 951.461.t3850 f W ___ _... _ __-_.__- .---__- ____.__ - ____.-.. __.___. ._._.-.. ______.... _ ---.-_ ._..-__.-..- ----_.._..__._._.. __-___-- - ___.... ___.._ _ ____.__._ . mail�sweeneyassoc.com __-_ __ _-_._ ___ can-----._-.---- ----- _ _ .----- __ _._.-,- _. _. _._.. .----_.__. IL In et e 00 J [_ ',- __,.______,______L------� -- .. I www sweeneyassoc I _.� Murrieta,California•Austin,Texas•Ft Lauderdale,Florida W Q H 1 _ _ -- _ _ _ _ _ - _ ___ ..-_ -.1--. .- --_____ L - _..- - -- ------- ----._- -------------- -.-.__�____. .. .._---- ---;- ___.._ O O CITY OF PALM DESERT NOTE A: NOTE: NOTE: INSPECTION SCHEDULE NOTE SHOT IPT10N MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. ANY CHANGES TO THE APPROVED PLAN MUST BE PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED IRRIGATION ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR ADJACENT TO BUILDING / HARDSCAPE, NOT IN THE MIDDLE OF REFER TO THE TITLE SHEET FOR THE CITY OF PALM PLAN A MINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES DESERTS INSPECTION SCHEDULE. TYP. APPROVAL PRIOR TO INSTALLATION PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES NOTE B: NOTE: DESK S+A CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND These plans have been reviewed by the Coachella valley-Water District in DRAWN VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT CHECIOD S+A POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF p, T E accordance with Water Code Title?,Division 1,Chapter 3,Article 10.81.Section R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP REPRESENTATIVE PRIOR TO STARTING WORK. WATER IN THE IRRIGATION DESIGN PLAN. the local governing agency(City or County). "Approval of this drawing by C- WD DATE staff does not constitute approval to encroach into district and USBR Rights-of-Way. 4/05/10 NOTE C: NOTE: p Trees,plants,walls,and permanent structure of any kind may not be planted or � NO. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA / S T R i c installed in CVWD and USBR easements or • t of--way without first obtaining an 114636 ACTUAL LOCATION TO BE WITHIN PLANTER, BUBBLERS SHALL BE ALIGNED WITH TREES TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT encroachment permit from CVWD. CAD FILE AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR CJCi�c�... III _ 'O IY 3 ?J IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT DATE R "AGE "I SL'PERI OR i $}�� NUMBHt 6 \ I FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. /� - CVWD PLAN# `DEVELOPM h ERA E SUPER'%gSOR Lm9 NORTH 01 10, 20, 30, 401 i OF 20 %*us Mq. n� a ,.f i": S 20j19- IRRIGATION NOTES LEGENDS AT THE GALLERY- MODELS IRRIGATION MATERIAL LEGEND (MODEL HOMES) PLANT/EMITTER SCHEDULE SYMBOL MANUFACT. MODEL NO./DESCRIPTION GPM PSI PATTERN DETAIL 1-1 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION EMITTER I EMITTER OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR BOTANICAL NAME ICOMMONNAME QUANTITY VOLUME 0HUNTER PRESSURE COMPENSATING BUBBLER, MOD. # PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE .25 (0.5) 30 TRICKLE A 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES LOW WATER USE SHRUBS PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MODERATE WATER USE .50(1.0) TRICKLE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE 1,p (2.p) UMBRELLA BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE 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 &rNtltrM NC TS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. AGAVE BOVICORNUTA COWSHORN AGAVE 2 1.0 GPH SIDES OF TREE OR PALM TYPICAL. MT� Y SILM 2W AGAVE DESMETTIANA DWARF CENTURY PLANT 2 1.0 GPH DMA raKr.cxFoaW 926n 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE AGAVE VILMORINIANA OCTOPUS AGAVE 2 1.0 GPH NOT SHOWN RAIN BIRD XERI-BUG XB-10PC-1032 &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0-2.0 GALLONS PER HOUR)WITH THREADED INLET. SEE B 00443'u* FAX 00 43." BEGINNING WORK. ALOE BARBADENSIS ALOE VERA 2 1.0 GPH PLANT DRIP EMITTER MATRIX AT LEFT FOR SIZE AND QUANTITY 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED CEREUS HILDMANNIANUS HILDMAN'S CEREUS 2 1.0 GPH HEREIN BEFORE BEGINNING WORK. DASYLIRON WHEELERI DESERT SPOON 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 NOSCgp ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH ��,����`' Murphl N�c 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS ENCELIA FARINOSA BRITTLE BUSH 2 1.0 GPH 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 C \� o,- TO BE INSTALLED WITHIN PLANTING AREAS. FOUQUIERIA SPLENDENS OCOTILLO 1 1.0 GPH SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT w C) HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH PER MANUFACTURER'S SPECIFICATIONS. ---i 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH 7-31-12 OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS NOLINA LONGIFOLIA MEXICAN GRASS TREE 2 1 1.0 GPH (2) P.O.C. 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT D ♦` RerAW Date * WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S SIENNA ARTEMISIODES FEATHERY CASSIA 2 1 1.0 GPH Dote �Q REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY STIPA TENUISSIMA FEATHER GRASS 2 1.0 GPH NO SYMBOL WILKINS MODEL BR4 PRESSURE REGULATOR(15-150 PSI)3/4"SIZE, SET PRESSURE AS REQUIRED D,E �Tf OF-CAl.iFO�� FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. . 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE LOW WATER USE SHRUBS ►�I KBI LT-1250-T 11/4" FULL-PORT BALL TYPE ISOLATION VALVE F RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND These drawings and/or the INSTALLATION. LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH f RAIN BIRD 100-ASVF (1") PLASTIC AUTOMATIC ANTI-SIPHON VALVE, INSTALL 12"ABOVE HIGHEST HEAD SERVED G accompanying specificeti0-5 SALVIA LEUCANTHA MEXICAN SAGE BRUSH 2 1.0 GPH are the exclusive proper^�r of Forsum/Summers & Murpry, 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE 0 RAIN BIRD XACZ-100-PRF (1")ANTI-SIPHON DRIP VALVE KIT.WITH PRESSURE REGULATING FILTER AS PART OF H inc. cnd their use ana pubi: FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSEMBLY, INSTALL 12"ABOVE HIGHEST EMITTER SERVED cation shoil ^e restricted `te tre MODERATE WATER USE SHRUBS org;nci site for whit they 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE were prepored. 3e-se, ream- BAILEYA MULTIRADIATA DESERT MARIGOLD 2 2.0 GPH � CHAMPION 262-100 (1") BRASS ATMOSPHERIC VACCUM BREAKER INSTALL ON A SCHEDULE 80 RISIER 12"ABOVE HIGHEST HEAD SERVED I duction or pub icat or, by a^y TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. BOUGAINVILLEA"LA JOLLA" BOUGAINVILLEA 2 2.0 GPH method, in whole or pert, is prohibited except by written CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 2 2.0 GPH p from FOrs'J^•'?,f 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED.SEE CAESALP NIA VILCHERRIMA LE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH 50 HUNTER PGV-101-A(1 ) PLASTIC AUTOMATIC ANGLE VALVE, INSTALL AT HEIGHT OF ADJACENT ANTISIPHON VALVES OR 12"ABOVE HIGHEST HEAD SERVED J permission rs f MurFor :nc- LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH, ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE CONVOLVULUS CNEORUM BUSH MORNING GLORY 2 2.0 GPH SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. DALEA GREGGII TRAILING INDIGO BUSH 2 2.0 GPH TORO TIS-06-ID 6-STATION INTELLI-SENSE ET PROGRAMMABLE CONTROLLER, INSTALLED ON INTERIOR WALL OF GARAGE K LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH [1011. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE, ALL LIRIOPE SPP LILY TURF 2 2.0 GPH N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD N/A REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE THEVETIA PERUVIANA YELLOW OLEANDER 2 2.0 GPH CONTROL VALVES WITHIN 18"OF HARDSCAPE. VERBENA SPP. VERBENA 2 2.0 GPH PACIFIC PLASTICS PVC PIPE 3/4"- 11/4"CL. 200 AS LATERAL LINES 12" DEPTH L 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS LOW WATER USE VINES - PACIFIC PLASTICS PVC PIPE 11/4"SCH. 40 SOLVENT WELD AS MAINLINES 18" DEPTH L ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS,WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF MACFADYENA UNGUIS-CATI CAT'S CLAW 2 1.0 GPH PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. MODERATE WATER USE VINES NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) L,M,N 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND BIGNBOUGAINViLLEA'SAN DIEGO RED' BOUGAINVILLEA 2 2.0 GPH ZO RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS TECO M CAPR APENOLATA CAPE HONE 2 2.0 GPH NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N H MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY,AND NECESSARY ADJUSTMENTS MADE TO TECOMARIA CAPENSIS CAPE HONEYSUCKLE 2 2.0 GPH it j COMPLY WITH MANUFACTURER SPECIFICATIONS. VALVE NUMBER oC LOW WATER USE YUCCAS W YUCCA RECURVIFOLIA PENDULOUS YUCCA 2 1.0 GPH Al ~ . 10 ` 200E ----QTY. OF EMITTERS (IN DRIP ZONES ONLY) 0 YUCCA ROSTRATA NCN 2 1.0 GPH <<[<<LA WATER PRESSURE CALCULATIONS I --GPM MOD WATER USE ORNAMENTALS WATER METER NUMBER LOT#86 WATER METER SIZE 3l4" HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) NIA CYCAS REVOLUTA SAGO PALM 2 1.0 GPH ELEVATION DIFFERENCE (FT) N/A MIN. REQ. STATIC PRESSURE (PSI) 61 NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. - REMOIE CONTROL VALVE # 3 REMOTE CONTROL VALVE SIZE 1" LOW WATER USE GROUND COVER Controller : LOT#86 ; :IRRIGATION CONTROLLER RUN TIMES R.C.V. DEMAND (GPM) 10 TOTAL DEMAND (GPM) 1 p .......................................................:...........................................................:..........................<:............................;...........................;............................,...........................::...........................;..................................................... ....-................................................. UAN PRIMROSE 2 1 0 GPH OENOTHERA BERLANDIERI SPECIOSA CHIHUAH PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE; IE ;RUN TIME: QUANTITY ::RUN TIME THEAD N/A :..............................:.........._..............;...................................................,...................._.....;................................-.................. ......-...........__..;,...-.....................,.............................__......___..........:....................._..... HIGHEST HEAD SERVED(F NIA STATIC PRESSURE AT HIGHEST Days Per Week: 6 9.9 (HOURS) ' {HOURS) OS ................................................................................ ................. ........ SIZE DESCRIPTION : ': FLOW # PSI L S LOW WATER USE PERENNIALS ..:... :Shrub and Ground Covers: ............. ....... ...................... ..... ... 3/4 SERVICE LINE (50 FT OF TYPE K COPPER) 10 1 7.2 PSI % - PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH :Drip 9.90 ...<.:......0.40........>........0.49........`........0.90 0.35 ' 5.. 1.75.. .. (� 3I4" WATER METER (DISC TYPE 10 2 1.6 PSI :...........................:...........................:..............................:...........................:................. .:. .... NIABACKFLOW PREVENTER(R(P TYPE) N/A 3 N/A PSI MODERATE WATER USE LARGE SHRUB/SMALL TREE :.........------- %........._ -...................._........_......----.---:--.........___.._....:............................>.............._....._....; ....._..................:.. _.........>......................._.......................... _>..--................._ 00 Trees: . : NIA FILTRATION (ONE FILTER} NJA 4 NIA PSI THEVETIA PERUVIANA YELLOW OLEANDER 2 2.0 GPH - -----..;... ......................:...............................:...........................:...........................:...........................:.............................................................................................................::.................-........:........................... ...................... 0.80 3.00 314 PRESSURE REGULATOR (WILKINS BR4) 10 5 6.0 PSI :Bubbler Heads 9 9.90................0...............>........3.......................0.90........ 0.11 1 0.11.. .. = W ...........................:..........................................................:..-...................... ............................:......................................................... ... PER DAY:: 1 TOTAL NUMBE CYCLES R OF STATIONS:: 6 N/A BFD ASSEMBLY PIPING BRASS W/4 ELLS NIA 6 NIA PSI .... ... ( TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY:; 1.86 Q V A 7 NIA PSI : : % N/ . TWA MASTER CONTROL VALVE ........ _ .......- ........ .............................. ..,... ::... ... : ..... ... G NIA FLOW SENSOR N!A 8 N/A Psl WATER PRESSURE CALCULATIONS WATER METER NUMBER LOT#87 WATER METER SIZE 3/4" TOTAL RUN TIME 1N HOURS:: 1.86 O 0) Z 11/4" ISOLATION VALVES (BALL TYPE) 0 Go 10 9 1.0 PSI HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVA11ON (FT) N/A W W Z a - 1114" 100 FEET OF MAINLINE: SCH 40 PVC : 10 10 1.3 PSI N!A MIN. REQ. STATIC PRESSURE (PSI) 63 ELEVATION DIFFERENCE (FTj T#87 IRRIGATION CONTROLLER RUN TIMES m A PSI Controller .#LO G N/A FEET OF MAINLINE NA 11 N/ 11/4" 2 -90 DEGREE ELBOWS 10 12 0.2 PSI REMOTE CONTROL VALVE # 6 REMOTE CONTROL VALVE SIZE 1 pj�,gNT TYPE i SPRINKLER TYPE Eto AKc PR RATE: IE :RUN TIME; QUANTITY :RUN TIME ``� Z 2 ^ ........................................................:..........................................................:......................................................;...........................:...........................�...........................:...............................................................................................................;............................ Z t0 3 3.9 PSI R.C.V. DEMAND(GPM) 11 TOTAL DEMAND(GPM) 11 .. N 10 1 0 V 9.9 HOU ill REMOTE CONTROL VALE Days Per Week: 6 ! ...............................:......... ;.�... . RS) ; {HOURS} 3 m J 10°� LATERAL LINE LOSS 10 14 3.0 PSI HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD NIA W IL v . . 20°tb FITTING LOSS IN ADDIl10N ELBOWS SHOWN) 10 15 0.3 PSI SIZE DESCRIPTION FLOW # PSI LOSS Shrub and Ground Covers: _. _.. ;.. 1. <:...... ( Drip 9.90 0.40........:........0.49.................0 90 .... 0.35 4.. 1.40 N/A ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 N/A PSI 3/4 SERVICE LINE (50 FT OF TYPE K COPPER) 11 1 8.6 PS ..........................;..............................;:............................................................. :...........................:...........................:.................................................... ..........-......... ..........................:..............................<:.....................-....:......................................................;.......................... ...........................;...........................:..........................'............................; TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU#16) : 17 24.5 PSI 3/4 - WATER METER (DISC TYPE) 11 2 1.9 PSI NOTE' NIA 3 NrA PSI Trees:.. ., .... _ ...... .. .. E APPROVED PLAN MUST BE NIA BACKFLOW PREVENTER (RIP TYPE) - ANY CHANGES T® THE RO ED PRESSURE REQUIRED AT HEAD 18 30.0 PSI Bubbler Heads 9.90 0.80 3.00 0 90 0.11 3 0.34 PSI 1, k ................................................................-............................................:........................................... I.......... NIA FILTRATION E FILTER} NIA 4 NA P - SUBMITTED IN WRITING TO THE CITY OF PALM DESERT TOTAL PRESSURE REQUIRED (SUM OF#17 AND#18) 19 54.5 PSI SI ; CYCLES PER DAY:: 1 TOTAL NUMBER OF STATIONS:: 7 ILKINSBR4 11 5 6.0 P 1.:...........................:..........................:. .................................................. .... V! MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 20 61.0 PSI 3/4 PRESSURE REGULATOR(W ) TOTAL RUN TIME IN FOR APPROVAL PRIOR TO INSTALLATION HOU S F I E 4 S NIA 6 N/A PSI ' R OR DR P & BUBBL RS ONLY:< 1.7 Z RA SS W/ 4 ELL I ING B : RESIDUAL PRESSURE (SUBTRACT FROM#20) 21 6.5 PSI N/A BFD ASSEMBLY ( ) SET PRV OR MCV AT(#20 PLUS 10 PSI) 22 71.0 PSI NIA MASTER CONTROL VALVE NIA 7 NIA PSI TOTAL RUN TIME IN HOURS:' 1.74 PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI N/A FLOW SENSOR NIA 8 N!A PSI Ix i}0, Z NOTE: 11/4" ISOLATION VALVES (BALL TYPE) 11 9 1.0 PSI I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE W� CC - 11/4" 100 FEET OF MAINLINE: SCH 40 PVC 11 10 1.6 PSI Controller : LOT# 86 AND LOT#89 :IRRIGATION CONTROLLER RUN TIMES -I J 0 N!A 11 NIA PSI .. .. :. HEM ACCORDINGLY FOR THE : NIA FEET OF MAINLINE PLANT TYPE / SPRINKLER TYPE Eto AKc PR RATE: IE :RUN TIME QUANTITY :RUN TIM AND HAVE APPLIED TJ ..........:..............................:...........................<...........................:...........................:...........................:.......... . . :...........................;..........................;...........................:................................................................................... :WATER PRESSURE CALCULATIONS EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN < 4 11/4" 2 - 90 DEGREE ELBOWS 11 12 0.3 PSI Days Per Week::; 6 9.9 : : (HOURS} (HOURS} t� WATER METER NUMBER LOT#88,89 WATER METER SIZE9 PLAN. „ 11 13 4.0 PSI REMOTE CONTRO L VALVE W • 1 Shrub and Ground Covers: ... ... HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) N/A ° 11 14 3.0 PSI 10 LATERAL LINE LOSS ; pip _ :..... :,.. 9 90... _ 0 40 0 49 : 0 0.35. ..... 3. 1.05....... _ W 55 ;...........................:...........................:..........................;............................;..........................;..................................I.................... H aD ELEVA110N DIFFERENCE (FT) N/A MIN. REQ. STATIC PRESSURE (PSI) 20°!o FITTING LOSS ON ADDITION TO ELBOWS SHOWN} 11 15 0.3 PSI -........- NOTE: w . : :......................................................:...........................:...........................:...........................:...........................<...... ............................................. H REMOTE CONTROL VALVE # 3,5 REMOTE CONTROL VALVE SIZE 1 N/A ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 NA PSI T Trees: ES, PLANTS, WALLS, SIDEWALKS AND PERMANENT < i THE 7 .................... .. ... ..............-" .... .... .... ad R.C.V. DEMAND(GPM) 7 TOTAL DEMAND(GPM} . ::.::::.:_.....:.'e"'""'"d.'................::.,:: 0.90 : 0.11 :.2:...-.- � 0.2s" STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU#16) 17 26.6 PSI Bubbler Heads 9.90 0.80 3.00 ....................................................................................;............................: ..................:............................ I HIGHEST HEAD SERVED(FT) TWA STATIC PRESSURE AT HIGHEST HEAD N/A PRESSURE REQUIRED AT HEAD 18 30.0 PSI EASEMENTS OR , ::.. . I. CYCLES PER DAY:: 1 : : TOTAL NUMBER OF STATIONS:: 5 INSTALLED OR BUILT IN CVWD AND USBR EASE E S J . .........................................................:...........................:...........................:................................................................................................................................................................................................. SIZE DESCRIPTION FLOW # PSI LOSS TOTAL PRESSURE REQUIRED(SUM OF#17 AND#18) 19 56.6 PSI ' TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY:: 1 28 RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN W W C 3/4 SERVICE LINE (50 FT OF TYPE K COPPER) 7 1 3.7 PSI MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) :: 20 63.0 PSI :......................... PERMIT FROM CVWD p 3/4" WATER METER(DISC TYPE) 7 2 0.8 PSI RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 6.4 PSI TOTAL RUN TIME IN HOURS:: 1.28 ENCROACHMENT PE F N/A BACKFLOW PREVENTER(RJP TYPE) N/A 3 N/A PSI SET PRV OR MCV AT(#20 PLUS 10 PSI) 22 73.0 PSIa go 2v N/A FILTRATION (WYE FILTER) : NIA 4 N/A PSI PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI - 3/4" PRESSURE REGULATOR ILKINS BR4) 7 5 6.0 PSI CITY OF PALM DESERT N/A BFD ASSEMBLY PIPING (BRASS W/4 ELLS) N/A 6 N/A PSI SHEET DESCRIPTION wA MASTER CONTROL VALVE NIA 7 N/A PSI DRIP SYSTEM NOTES: INSPECTION SCHEDULE NOTE IRRIGATION NIA FLOW SENSOR N/A 8 NIA PSI REFER TO THE TITLE SHEET FOR THE CITY OF PALM LEGEND,NOTES 11l4" ISOLATION VALVES (BALL TYPE) 7 9 1.0 PSI 8�CALCULATIONS 11/4" 100 FEET OF MAINLINE: SCH 40 PVC :: 7 10 0.7 PSI ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE DESERT'S INSPECTION SCHEDULE. N/A FEET OF MAINLINE NIA 11 N/A PSI LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC DESK 11l4" 2-90 DEGREE ELBOWS 7 12 0.1 PSI LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN S+A 1" REMOTE CONTROL VALVE 7 13 3.7 PSI QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. These plans have been reviewed by the Coachella Valley Water District in DRAWN S+A 10°�6 LATERAL LINE LOSSHECM 7 14 3.0 PSl INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Q 04SA26TK10 R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with $MP 20% FITTING LOSS ON ADDITION TO ELBOWS SHOWN) 7 15 0.1 PSI MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED the local governing agency(City or County). "Approval of this drawing by C%-WD DATE TWA ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 N/A PSI GRANITE SPECIFIED ON LANDSCAPE PLANS THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT Sweeney + associates staff does not constitute approval to encroach into district and tiSBR Rights-of-Way. 4/�j/1 0 WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT IRRIGATION DESIGN AND CONSULTING p Trees,plants,walls,and permanent structure of any kind may not be planted or )06 TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU#16) 17 19.1 PSI MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, California / S T 1 c installed in CVWD and U5BR easements or ' ht of wav without first btaining an 114656 PRESSURE REQUIRED AT HEAD 18 30.0 PSI CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING 38730 Sky Canyon Drive,Suite C encroachment permit from CVWD. BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW AND Murrieta,CA 92563 3 CAD FILE TOTAL PRESSURE REQUIRED(SUM OF #17 AND#18) 19 49.1 PSI SHOWN BELOW.ANY REFERENCE TO EMITTER QUANTITIES ON THESE 961.461.6830 p•951.461.6850 f MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) : 20 55.0 PSI PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT PREPARATION OF AN IRRIGATION SCHEDULE, REFER TO SECTION DATE R MAN GEMEivT SL-PE OR SHEET NUMBER RESIDUAL PRESSURE (SUBTRACT#19 FROM#20) 21 5.9 PSI QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO DESIGN OTHER PROVISIONS IN THE COACHELLA VALLEY WATER email@sweeryeyassoc.com www.sweeneyassoc.com DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM Murrieta,California Austin,Texas Ft.Lauderdale,Florida SET PRV OR MCV AT(#20 PLUS 10 PSI) 22 65.0 PSI BIDDING OR STARTING WORK. DESIGN CRITERIA. CVWD PLAN# EVELOPMEIv'TS E SL"PER�'ISOR L,,,,,,,,I,,,,1 O PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI __ ___j! I � I I I NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA OF 20 SF*IETS La ), !n 1 . ) �' lG 2 5 rJ0 lU PVC LATERAL LINE 12"BELOW FINISHED GRADE PRESSURE SUPPLY LINE TO HOUSE PVC FITTING(SxsxT TEE) PRESSURE SUPPLY LINE TO SIZE:LATERAL x LATERAL x 1/2" IRRIGATION SYSTEM PVC LATERAL LINE FINISHED GRADE IN TURF AREAS TEE FITTING INSTALLED BY PLUMBER 12"BELOW FINISHED GRADE TREE OR PALM TRUNK TORO FCH-H-FIPT AUTOMATIC FLUSH LA NWERS PAIL lets,INC NDSCAR00T AT EDGEE OF VALVE 0 34M COAST H110MAY,SM 2D0 DMU t''OIHi,G1LFaRPIIA 9" PLASTIC ROUND TAN VALVE BOX,6" 00"3'U* FAX 00 443-" XERI-BUG DRIP EMITTER SIZE, WITHIN D.G. HEAT BRAND"FV" (2 PER SHRUB)ON FLEX RISER ONTO LID. W/PVC FITTING(SXT ELL) " �,NDSCgp FINAL GRAD RNNBIRD 14M SERIES SIZE:LATERAL x 1/2" - ---- _)I(_'III_ — — -•--FINISHED GRADE IN SHRUB AREAS µup y Fq� 3„ OR APPROVED EQUAL PLAN VIEW- N.T.S. .III—III—� 2 f N. __ _ BALL VALVE �� do �y —III—I I' —III—III: H1, XERI-BUG DRIP EMITTER WITH THREADED _ I I=III= VALVE BOX �% rn 2' g"-20"* 2"MIN INLET(SEE LEGEND FOR SPECIFICATION) I I II I I I I I I III— SCH. 80 PVC NIPPLE TPY. LOUOf I — — -a TREE OR PALM ROOT BALL PVC SCH 80 CLOSE NIPPLE I I I I(I �—D.G.LAYER(SEE PLANTING PLANS FOR SPECIFICATIONS) SCH. 8O PVC UNION Rer*W Date IT_ _ _ _ _ _ FINISHED GRADE �--PVC LATERAL LINE PIPE SEE SPECS. Date �P NATIVE UNDISTURBED SOIL I I(I( I ' �' ° IRRIGATION MAINLINE, 49 —1 —� —I —1 (—) -1 o CALlFO�� UNDISTURB SOI 0 III I(_ I I=� I=� �- T—� I=I �- -t--UNDISTURBED SOIL ° ° oo PVC MALE ADAPTER TYP. OF PVC RISER SCH. 80 =I I(=1 I(=1 _T_�1 I=) I If ° o —11--BRICK SUPPORTS PRESSURE SUPPLY LINE —III—III—I 1 FROM METER I" 1 FLEXIBLE RISER(RAIN BIRD PFR/FRA) II TWELVE(12")LENGTH 3/4"ROCK, 1 CUBIC FT. PRESSURE REGULATOR(IF REQUIRED) These drawings end/or the PVC LATERAL PER PLAN I PVC FITTING(SxT ELL) PVC ELL SCH 80 SxT CONTRACTOR SHALL PROVIDE PRESSURE accompanying specifications SIZE:LATERAL x 1/2" REGULATOR ONLY IF STATIC PRESSURE EXCEEDS 75 PSI are the excius+ve property of LANDSCAPE FABRIC PLAN VIEW- N.T.S. Forsum/Summers & Murpiry, MARLEX 90 DEG. STREET ELL. JOINT ®comtht 2007 Sway mes,&Anoa I - --PVC LATERAL LINE Inc. and their use and publ- cation shall be restricted to t" 12"BELOW FINISHED GRADE SECTION VIEW-N.T.S. original site for which thev SET BUBBLER MINIMUM 12' AWAY NOTES: SECTION VIEW- N.T.S. duction or puwere prepared. Re—use, repra- b:;catior by any " MINIMUM 9"-12" method, in whole or par;, S FOR 1 GALLON PLANTS FROM ROOT BALL REFER TO DETAILS "E"AND FOR SECTION VIEW prohibited except by written 13"-20" FOR 5 GALLON PLANTS SET PALM/TREE ON NATIVE UNDISTURBED SOIL Summers &fo Mirphv, Inc. p m, Forsurr/ PROVIDE MINIMUM 2' DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES TREE PIT PER PLANTING DETAILS. B DRIP CONNECTION C AUTOMATIC FLUSH VALVE D PRIVATE P.O.C. CONNECTION DAB. MARCH 2O08 PALM/TREE IRRIGATION DETAIL SCALE: NONE Signature on file 5TD DRAWING N0. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 010 — TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT,NUT,AND WASHER. ELECTRIC ANTI-SIPHON BOX TO BE PLACED AT RIGHT ANGLE To HARDSCAPE WATERPROOF WIRE ) BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE ELECTRIC ANTI-SIPHON WATERPROOF WIRE CONTROL VALVE EDGE. HEAT BRAND"PRV" ONTO LID. EDGE. HEAT BRAND TV"ONTO LID. CONTROL VALVE CONNECTORS CONNECTORS 2 TYP. o Z PRESSURE REGULATOR,SEE LEGEND FOR SPECIFICATION PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION 24"WIRE LOOP Now t3" IWM „ of � _ �— FINISHED GRADE — FINISHED GRADE IN SHRUB AREAS 24"WIRE LOOP ~ 2"MIN. IN SHRUB AREAS - — —_ ~— _ _r MIN. 12"ABOVE MIN. 12"ABOVE 4" MIN. �—III—III HIGHEST HEAD FINISH GRADE HIGHEST OUTLET PVC SCH so T.o.E SCH. 80 NIPPLE(1 OF 2), —III—I I I� NIPPLE, 3"MIN.,2.REQ. _ _ LENGTH AS REQ. :III-i I I III-I�I: i I-i i I: FLOW —� PRESSURE REGULATOR, IN-LINE FILTER, SEE PVC SCH 40 SLIP a PRESSURE SUPPLY LINE .I (r COUPLING,2 REQ. DEPTH AS PER SPECS. =III=III=) I III=I I III=III SEE LEGEND FOR SPECS LEGEND FOR SPECS 2" M IBALL VALVE, SEE 2 MIN. PVC MAINLINE TO VALVES Oo°a0 po PVC SCH. 80 NIPPLE FINISH GRADE LEGEND OR SPECS Qd- ° o o g�j%0 oo(�o ° LENGTH AS REQ. (2 TYP.) "boS-�'O�'� °U° °oo°moo° QQ�� a°Q0� -F-- BRICK SUPPORTS o . 0 ,wOB(� �o "vo° BRICK SUPPORTS (FOUR TOTAL) f -11 I I I=_IlI1J-1 I I I J L�I-1 I I �J1L=1 I I I I I I 11= f o�Oo�Do °O O.DO p ° 3/4"ROCK, 3 CUBIC FT. PVC MALE ADAPTER 12"MINIMJ I I(-1 i I I I=1111I-I I I I-1I I I I I I-11I I I. I I I I I I I I EIIIII LANDSCAPE FABRIC LANDSCAPE FABRIC PVC LATERAL PVC PRESSURE MAIN PVC SCH. 80 NIPPLE 18"MINIMUM W 3A"ROCK,2 CUBIC FT. LINE PIPING LENGTH AS REQ. (1 OF 2) U co PVC MAINLINE FROM P.O.C. SECTION VIEW-N.T.S. PVC SCH.40 FITTINGS TYP. O 10 SECTION VIEW-N.T.S. NOTE: _ U PVC LATERAL NOTE: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE SECTION VIEW-N.T.S. PVC PRESSURE MAIN, INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED, INSTALLATION AT MAIN LINE DEPTH. LINE PIPING, PER LEGEND co G V PER LEGEND FITTINGS TT 80 F SCH. II Z USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF NOTE: SxT o to o THE PRESSURE REGULATOR ASSEMBLY. ALL THREADED CONNECTIONS CC Z 00 REFER TO DETAIL"D" FOR PLAN VIEW TO HAVE TEFLON TAPE OR SECTION VIEW- N.T.S. W ©copyright T007 Swaney&Asswiola,Inc. Q 2 REFER TO DETAIL"D"FOR PLAN VIEW PASTE, a Om 3 o m _j N Q 4D IL E PRESSURE REGULATING VALVE F BALL VALVE G ANTI-SIPHON VALVE H DRIP REMOTE CONTROL VALVE g Cr.n' z WATERPROOF WIRE J 0 ATMOSPHERIC CONNECTORS VACUUM BREAKER (.90 V ULTRA VIOLET RESISTANT Uj Z PVC THREADED 90 ELECTRIC ANGLE CONTROL VALVE 04SA26TKIO H sweeney + associates UVR PVC SCH.40 THD. `� W ELL AND PVC SCH. IRRIGATION OF-SIGN AND CONSULTING Il}i T Q Califor MIN. 12"ABOVE NIPPLE(Y LONG) 38730 Sky Canyon Drive,Suite C OD CO 24" LONG Murdeta,CA 92563 p CL FINISH GRADE - F; Z LU U. ' HIGHEST HEAD WIRE LOOP 951.461.6830 p-951.461.6850 f V LU FINISH NOTE: ewmww.s eeneyassoc corn go V C GRADE ANY CHANGES TO THE APPROVED PLAN MUST BE Murrleta,California•Austin,Texas•Ft.Lauderdale,Florida SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR 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 III=) I ( APPROVAL PRIOR TO INSTALLATION CITY OF PALM DESERT SHE- DBMMN PVC SCH.80 NIPPLE-- PVC SCH. 80 NIPPLE INSPECTION SCHEDULE NOTE IRRIGATION LENGTH AS REQ. NOTE: DETAILS 2 REQ. (TYPICAL) 17711 HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND REFER TO THE TITLE SHEET FOR THE CITY OF PALM HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF DESERT'S INSPECTION SCHEDULE. WATER IN THE IRRIGATION DESIGN PLAN. S+A • PVC LATERAL LINE PVC MAINLINE DRAWN PVC LATERAL LINE These plans have been reviewed by the Coachella Valley Water District in S+A PIPING TO HEADS NOTE: p T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section PIPING FROM RCV PVC SCH. 40 FITTINGS TYP. TREES PLANTS WALLS SIDEWALKS AND PERMANENT '4 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP PVC SCH.40 FITTINGS TYP. ' ' ' the local governing agency(City or County). "Approval of this drawing by CVWD DATE PVC LATERAL LINE PIPING STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR staff does not constitute approval to encroach into district and LSBR Rights-of-Way. 4/05/10 TO ATMOSPHERIC VACUUM BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT S T 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or 1� Na BREAKER AND HEADS FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. installedmCVWDandLSBV,[D.easements -of-way without first obtaining an 114636 encroachment permit from CVWD. CAD FM.E ZO 1 v DATE R MANAGE?IE T SL'PERVLSOR SHEET NUMBER CVWD PLAN# DEVELOPMEN' VI L-PERV R L 11 ATMOSPHERIC VACUUM BREAKER J ANGLE VALVE NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA OF 20 39016 Ali r] '2 CONTROLLER, SEE LEGEND FOR SPECIFICATION. FINISH GRADE LOW VOLTAGE WIRES,3 MAXIMUM o _ - - WIRES PASS THROUGH GROOVES IN -1 I I-III- a a e e a e n .4 PAVING �- TUBE LID TO ALLOW LID TO CLOSE CLEAN COMPACTED BACKFILL -I I MI - - - CLOSE TUBE LID AFTER WIRE 120 VOLT POWER SUPPLY -III-I - - t r arc IS INSERTED INTO TU BE ARTN ts, WEI - I I ( tArvsc,APE AItoHTEcn -BOX B OTHERS - - - IN J Y H RS SAND I :I III III D BACKF LL COMPA CTED D I - 34147 COI�ISi I•#CF�INAY,SUITE 200 L LINES,SEE SPECS.LATERAL L - - � - III - - - _ TO THE DENSITY OF DAr>A rorrT,cxtFOltrrA _III-f e _ C �. B �443.1416 FAX(4441 143.1631 -III I EXISTING SOIL -III-I I I- III I CONTROL WIRE ,S . 1•..:.•,:.•.:.•..:.•..:.•.:.•. _ _) :'.�•.'.•,: - - III-III- - - _ - IN SCH 40 SLEEVE WATERPROOF GEL - - -III-I I-I NOSC,gp L SEE SPECS LATERAL LINES POLY TUBE PRE-FILLED WITH RIGID ELECTRICAL CONDUIT(1 _III-1 I I-I UNDISTURBED SOI L I I I II I C.G- M u r IN SCH 40 SLEEVE ONCE CONNECTOR IS INSERTED CONTROL WIRES LOCK TABS PREVENT WIREREMOVAL PRESSURE MAINLINE, SEE c-1 P h1• F'to•4 P ti -:III-I II-III - SPECIFICATION AR S - - - - - UNDISTURBED SOIL W `� - I-I I- -III-I I II III III • II III T D II I LOW VOLTAGE WIRE IN RIGID PVC - _ - - - - CONDUIT 3" PVC ELECTRICAL SWEEP - PRESSURE MAINLINE SCOTCHLOK ELECTRICAL SPRING ( ) :III-I I -) I (-111=1 ( -1 ICI 1=1 I I-III- -III-) I I =�1=1- �` $ _ _ IN SCH 40 SLEEVE CONNECTOR. WIRES 7_31_1Y TO EXTERIOR BUILDING -III-I I (-III-III-III-III-III-III-) PRE-STRIPPED OF IN INSULATION PRIOR O INSERTION Renewoi Date . ,•, WALL THROUGH J-BOX PVC SLEEVES TO BE INTO THE CONNECTION. TWIST J� Ootc TWICE THE DIAMETER CONNECTOR ONTO WIRES TO qT BUILDING FLOOR BY OTHERS DIMENSION A B C II I I-III-1 I I-III-) I (-III-III+I I (-III_ Foy CAI✓tF0 OF THE PIPE OR WIRE SEAT FIRMLY. SECTION VIEW-N,T.S. BUNDLE CARRIED. SCOTCHLOK CONNECTOR AND WIRES NOTE: 1/2"TO 2-1/2"IN SIZE 18" 12" 4" DIMENSION A B C D INSERTED INTO TUBE UNTIL THE INSTALL ENCLOSURE AS INDICATED BY CITY STAFF&MANUFACTURER'S DETAIL ALSO FOR PIPE CONNECTOR PASSES LOCK TABS RECOMMENDATION. 3"TO 6"IN SIZE 24° 41� 1/2"TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. These drawings anc/or the accompanying specifications ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S are the exclusive property of RECOMMENDATION. NOTE: Forsum/Summers & Murphy, WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. Inc. and the cation shad be ir use c restrictee pao d to t!�e h'e KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A original site for whicr they WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. were prepared. lka Re-use, y arty auction Or pUC)iiCottar' C)Y ��}' DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER method, in whole or part, `s WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. prohibited except 5y wr tten permission from =orsm/ Summers & Murpt y, Inc. H WALL-MOUNTED CONTROLLER I PIPE INSTALLATION J SLEEVE INSTALLATION K WIRE CONNECTION WATER EFFICIENT LANDSCAPE WORKSHEET LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 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 *Overall water use for all typical lots and alternate conditions PROJECT INFORMATION Z Project Name Legends at the Gallery, Lot 86 31490-1 Project Site: Legends at the Gallery, Lot 87 Tract or Parcel Number: 31490-1 Project Site: Legends at the Gallery, Lot 88 Tract or Parcel Number: 31490-1 Legends at the Gallery, Lot 89 Project Site: 9 ry� Tract or Parcel Number: j j Project Site: 9 rY� Tract or Parcel Number. 31490-1 0 • N_ Name of Project Applicant Telephone No. California 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 2 Project Assessor's Parcel Number(APN): City of Palm Desert, j { ): j { ): y Fax No. 09 UJ Title Email Address Project Location: City of Palm Desert, California 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: Sweene &Associates, Inc. Landscape Architect/ Irrigation Designer /Contractor: Sweeney &Associates, Inc. Landscape Architect/ Irrigation Designer /Contractor: Sweeney&Associates, Inc. Landscape Architect/ Irrigation Designer /Contractor: Sweeney&Associates, Inc. Company Street Address p y p p City State Zip Code 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) 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 I. Water Efficient Landscape Worksheet(Appendix B) X I. Water Efficient Landscape Worksheet(Appendix B) WATER BUDGET CALCULATIONS(Appendix D) WATER BUDGET CALCULATIONS(Appendix D) WATER BUDGET CALCULATIONS(Appendix D) _WATER BUDGET CALCULATIONS (Appendix D) SECTION A. HYDROZONE INFORMATION TABLE X 2, Maximum Annual Applied Water Allowance: X 2. Maximum Annual Applied Water Allowance: X 2. Maximum Annual Applied Water Allowance: X 2. Maximum Annual Applied Water Allowance: Conventional Landscape: 440.2 100 cubic feetlyear Conventional Landscape: 193.6 100 cubic feet/year Conventional Landscape: 221.1 100 cubic feetlyear Conventional Landscape: 233.3 100 cubic feet/year Irrigation Point of Connection (P.O.C.) No. LOT 86 + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feetlyear(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feetlyear(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) Controller No. Valve Cicruit Plant Type(s}* Irrigation Area % of Landscape Maximum Annual Applied Water Allowance: 440.2100 cubic feet/year Maximum Annual Applied Water Allowance: 193.6100 cubic feet/year Maximum Annual Applied Water Allowance: 221.1 100 cubic feet/year Maximum Annual Applied Water Allowance: 233.3 100 cubic feetlyear No. Method** (Sq. Ft.) Area X 3. Estimated Total Water Use by Hydrozone: X 3. Estimated Total Water Use by Hydrozone: X 3. Estimated Total Water Use by Hydrozone: X 3. Estimated Total Water Use by Hydmzone: co 1 1 MW D 4060 38% Turfgrass Hydrozones:- 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feetlyear Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feetlyear W 1 2 MW D 1326 12% Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feeVyear e Low Plant Hydrozones: 66.9 100 cubic feetlyear Low Plant Hydrozones: 34.5 100 cubic feetlyear Low Plant Hydrozones: 67.3 100 cubic feet/year Low Plant Hydrozones: 72.3 100 cubic feet/year 6 m 1 3 MW B N/A N/A Medium Plant Hydrozones: 122.5 100 cubic feet/year Medium Plant Hydrozones: 77.5 100 cubic feetlyear Medium Plant Hydrozones: 78.5 100 cubic feet/year = W to Medium Plant Hydrozones: 321.9 100 cubic feet/year Y Y Y Y Y Y 1 4 MW D 1145 11% High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feetlyear High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year LU 1 5 IMW ID 11619 15% Water Features: 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 Q V 1 6 MW D 2470 23% Other Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feetlyear Other Not Applicable 100 cubic feet/year 117 Estimated Annual Total Applied Water Use: 388.8 100 cubic feet/year Estimated Annual Total Applied Water Use: 157 100 cubic feet/year Estimated Annual Total Applied Water Use: 144.8 100 cubic feet/year Estimated Annual Total Applied Water Use: 150.8 100 cubic feet/year Z O z0co Irrigation Point of Connection (P.O.C.) No. LOT 87 X 4. ETWU <MAWA X 4. ETWU < MAWA X 4. ETWU < MAWA X 4. ETWU <MAWA W W Z PLAN SETS PLAN SETS PLAN SETS PLAN SETS 0 3 Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % of Landscape X 5. Landscape Design Plan X 5. Landscape Design Plan X 5. Landscape Design Plan d O No. Method** (Sq. Ft.) Area X 5, Landscape Design Plan p g Z 0 ICE to 1 1 MW D 1390 27% X 6, Irrigation Design Plan X 6. Irrigation Design Plan X 6. Irrigation Design Plan X 6. Irrigation Design Plan O 1 3 MW D 894 17% 4D J 1 2 MW B N/A N/A g g 7. Grading Design Plan 7. Grading Design Plan 7. Grading Design Plan 7. Grading Design Plan 1 4 MW D 704 14% 8. Soil Management Report 8. Soil Management Report 8. Soil Management Report 8. Soil Management Report 1 5 MW D 2153 42% 1 6 MW B N/A N/A 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 I agree to comply with the requirements of the water efficient landscape ordinance and 1 7 MW B N/A N/A submit a complete Landscape Documentation Package. submit a complete Landscape Documentation Package. submit a complete Landscape Documentation Package. submit a complete Landscape Documentation Package. Z Date: Prepared by: Date: Prepared by: Date: Prepared by: Date: Prepared by: Irrigation Point of Connection (P.O.C.) No. LOT 88 ~ Q Controller No. Valve Cicruit Plant Type(s)* Irrigation Area % of Landscape J 0 0 No. Method** (Sq. Ft.) Area 1 1 MW D 1393 27% < 04SA27TK10 Z V 1 2 MW B N/A NIA UJ rc sweeney + associates =//Y 1 3 MW B N/A NIA �� IRRIGATION DESIGN AND CONSULTING ` W 1 4 MW D 2719 52% r California 1 5 MW D 1120 21% 38730 Sky Canyon Drive,Suite a C Murrieta,CA 92563 9V I n 951.461.6830 p•951.461.6850 f email@sweeneyassoc.00m o J IL Irrigation Point of Connection (P.O.C.) No. LOT 89 www.sweeneyassoc.corn Z W LL Controller No. Valve Clcrult Plant Type(s)* Irrigation Area % of Landscape NOTE: Murrieta,California-Austin,Texas•Ft Lauderdale,Fkxida W O No. Method** (Sq. Ft.) Area 0 O 0 ANY CHANGES TO THE APPROVED PLAN MUST BE � J 1 1 MW B N/A N/A SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR CITY OF PALM DESERT 1 2 MW D 1917 31% APPROVAL PRIOR TO INSTALLATION INSPECTION SCHEDULE NOTE EET DESMFnON 1 3 MW D 1882 31°ia IRRIGATION 1 4 MW D 2358 38% NOTE: REFER TO THE TITLE SHEET FOR THE CITY OF PALM DETAILS 1 5 MW B N/A NIA I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND DESERT'S INSPECTION SCHEDULE. *Plant Type **Irrigation Method HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF DESItTM Cst= Cool Season Turf MS = Microspray WATER IN THE IRRIGATION DESIGN PLAN. S+A WST =Warm Season Turf S =Spray DRAWN These plans have been reviewed by the Coachella Valley Water District in S+A HW= High Water Use Plants R= Rotor NOTE: p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECM MW= Moderate Water Use Plants B = Bubbler TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP LW= Low Water Use Plants D = Drip the local governing agency(City or County). "Approval of this drawing by C1v'WD O = Other STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE4/05/10 BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT s T t G Trees,plants,walls,and pmmanent structure of any kind may not beplanwdor 1OB NO: FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. installed in CVWD and USBR easements or ng -of-way without first obtaining an 114636 �., en roachtnent permit from CVWD. CAD FIE DATE WA MANAGEMEN SLPER�ZSfaR SHEET NUMBER CVWD PLAN# DEVE OPM NT S Ctl§UPERVISOR Lm12 NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA OF 20 SFiEfI'S i �af117 P, 4 Z 5 1 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 PAKiNM wG LANDSCAPE ARCHIITECTS 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. MA K*ff,�W 9" specifications, and as necessary to complete the contract. 2. Automatic control valves shall be electrically operated. 00•w.u+t FAX""3-163t D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. 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 manufacturers 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. o 4.�,N u 41 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 ��" GM Murphy �cs C_ 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 Q, o ti .� Teflon paste, tape,or equal. between irrigation systems, planting,and architectural features. 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 7_31_12 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. authority for clarification. A. Ball Valves � � �\'♦ E. The plastic irrigation valve box cover shall be an overlapping type. 1. Ball valves shall be of the manufacturer, size,and type indicated on the drawings. 4TF OF CALiFO� 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 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. Ball 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. �nese Crow+ngs ara/ar t^e 1.03 Quality Assurance B. Controller enclosure shall be of the manufacturer, size,and type indicated on the drawings. accompanying spe opert f are the exc!u s:ve ^roperty ` o C. Automatic Control Valves: Forsum/Summers & Wjrphy, 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 ali and their use snap be restrit ctec c to the c - 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. cati 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. original site for wh'ch they A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. 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. metduch n of publication hoj , a or; g covering points not shown in the drawings and specifications. B. All electrical work shall conform to local codes and ordinances. method. In whole b part. s 2.06 Valve Boxes prohibited except by written permission f.orr r•o sum/ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of 2.09 Low Voltage Control Wiring Summers & Murphy, rc. 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. Z A. Materials List: B. Controller enclosure shall be of the manufacturer, size,and a indicated on the drawings. 0 1.08 Cleanup and Disposal type g N 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 aste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such 2.08 Electrical all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. A. Dispose of w CC 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. p 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 model number(i.e. 1-40-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 red (where two or more controllers are used,the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings"plans located on controller door). shall be circled on the catalog cuts. 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 W co drawings. OD f. Submittal format requirements: 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 m 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. _ 9 as a result of the work. PART 3-EXECUTION ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. C V 1.10 Guarantee 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 Z stem including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and Ir Z O OD A. The entire sprinkler system, g W 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 Completion.o A. Inspections: C Zm the guarantee. Go 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 Z O 6 g .. 4, Manufacturers warranties shall not relieve the Contractor of his liability under the guarantee.Such warranties shall only supplement 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. i.e. broken pressure line the Owner may proceed to make repairs at the Contractor's expense.An and all damages to existing improvement resulting either 0 J 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. ( P ) Y p p p Y 9 g p g 0 d. m a v • 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 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. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Provide a written statement indicating the reason for making the substitution. 2 Z 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 . Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved.9 4 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 J 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 CLZ 4. Provide in writingthe difference in installed rice 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 W H Q p 1. Before starting work, careful) . written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from g y check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish 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. J U. 1.05 Existing Conditions a < demand. 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. Z_ V 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 telephone line connection to the irrigation system. PROJECT NAME: 04SA27TK10 =Y sweeney + associates �"'< 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: IRRIGATION DESIGN AND CONSU L?1NG � Q construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction, California • CONTRACTOR NAME: 38730 sky Canyon Drive,Suite C ADDRESS: 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 Murrieta,CA 92563 0 CO Id 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 email swee p• ssoc.c1.6850f ��''' Z W Co U. Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner!f a rock TELEPHONE: email@s enenassoc.corn � W Q~O NOTE: www.swe y golayer or any other such conditions are encountered. ANY CHANGES TO THE APPROVED PLAN MUST BE Murrieta,California Austin,Texas Ft Lauderdale,FkxidaSIGNED: CL. 2 V 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 SUBMITTED IN WRITING TO THE CITY OF PALM own cost; all damage resulting from his operations or negligence. DATE: DESERT FOR APPROVAL PRIOR TO INSTALLATION CITY OF PALM DESERT SHEET DESCRIPTION E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. INSPECTION SCHEDULE NOTE IRRIGATION PART 2- MATERIALS NOTE: F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 2.01 Summary I HAVE COMPLIED WITH THE CRITERIA OF THE REFER TO THE TITLE SHEET FOR THE CITY OF PALM SPECIFICATIONS DESERTS INSPECTION SCHEDULE. 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 or equipment installed or furnished that do not ORDINANCE AND HAVE APPLIED THEM DESKNO 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. ACCORDINGLY FOR THE EFFICIENT USE OF WATER 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 IN THE IRRIGATION DESIGN PLAN. DRAWN .02 Pie These plans have been reviewed by the Coachella Valley-water District in $+A 2 modifying any existing irrigation system. p NOTE: p, T c. accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHE(XM TREES PLANTS WALLS SIDEWALKS AND 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 the local governing agency(City or County)."Approval of this drawing by CN('WD DATE this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas.All repairs shall ASTM D1785, PERMANENT STRUCTURES OF ANY KIND SHALL staff does not constitute approval to encroach into district and USBR Rights-of-Way. 4/05/I0 be complete to the satisfaction of the Owner's Representative. NOT BE PLANTED, INSTALLED OR BUILT IN CVWD o i S T 1 C Trees,plants,walls,and permanent structure of any kind may not be planted or )0111 NOS 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, installed in CVWD and USBR easements or . -of-way without first obtaining an 114656 AND 1.06 Inspections WITHOUT FIRST OBTAINING AN ENCROACHMENT ^EASEMENTS OR RIGHT-OF-WAY e oFoachment permit fromCVWD. 2.03 Metal Pipe and Fittings U � � 4 e� PERMIT FROM CVWD. DAT R MANAGEMENT SL'P VISOR SHEET NUMBER 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 wA provide safe access for such visits. A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. tested b the Contractor, it shall not be covered over until accepted b the Landscape Architect, Owner's B. Fittings shall be medium brass, screwed 125-pound class. CVWD PLAN# DES LOP�NT R CE SLPERVISOR L-13 B. Where the specifications require work to be y p Y 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. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA OF 20 SETS be, if so ordered, uncovered at the Contractor's expense. 5 2010 L39018 ,i,�c D. Field Measurements: 3.09 Irrigation 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 A PARTHM W_ operations or neglect. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. LANDSCAK,RCHrTWTS MW COAST HIC F WAY,SURE 2W CAUFORE. Diagrammatic Intent: 3.10 Miscellaneous Equipment 0A4 4' � 00 443.1N6 FAX"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. vp,NDSC,gp Murphy,F9,p F. Layout: 3.11 Flushing the System 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer,and automatic 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. 7-31-12 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. Rsr*W Date areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. 3.12 Adjusting the System Date o �T r; G. Water Supply: A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. O CAl-1FC�� 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 accompanying speci`icctions H. Electrical Service: are the exclusive pro C. The entire system shall be operating properly before any planting operations commence. Mu" y, 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 pubis- 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 sholi be restricted to the original s7te 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 auction or publication by any method, in whole or ;,art, 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 permission `Tom rorsum% Owner, and governing agencies. Summers & Murpt-ly, nc. 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 3.03 Backfilling During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation 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 oC W 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 Q 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. 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. co W co 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 O t0 Go verification. LIJ D. Remove all dented and damaged pipe sections. Q Q d E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. co Q Z 0 'n 0 co F. Parallel lines shall not be installed directly over each other. W Z W Z a 30. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods 13 including ping wi in 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 `'" Z O ^ filling. Z 0 5 N Q 0. m -J v H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. 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. 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 0) Z noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 4 >-a t 3.05 Controller W rc Q A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical J 0 0 service shall be coordinated with this location. Q Q B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. Z 04SA27TK10 W YrE C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. Sweeney IG associates QD LU California IRRIGATION DESIGN AND CONSULTING IL in 3.06 Control Wiring38730 Sky Canyon Drive,Suite C • A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply tines whenever possible. 951.4 1. 83 92563 (A 951.461.6830 p•951.461.6850 f I be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline email@sweeyass soc rn Z W 0 B. Where more than one wire is placed in a trench, the wiring shall p g www.sweeneyassoc.00m ,,,,i W 0 O with tape at intervals of 20 feet. Murrieta,California•Austin,Texas•Ft Lauderdale,Fkxida ad LU a _3 C� 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. CITY OF PALM DESERT 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 NOTE: INSPECTION SCHEDULE NOTE SHffr DESMPTION control valve. ANY CHANGES TO THE APPROVED PLAN MUST BE REFER TO THE TITLE SHEET FOR THE CITY OF PALM 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 SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR DESERT'S INSPECTION SCHEDULE. SPECIFICATIONS approval APPROVAL PRIOR TO INSTALLATION 3.07 Valves NOTE: DEUGNED S+A A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND These plans have been reviewed by the Coachella Valley water District in DRAWN S+A HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF A T E accordance Water ngC efficient 7,Divisionpa 1,Chapter 3,Article in c 0.8,cooperation Section CHEdw � R 65597 et seq.requiring efficient landscape and irrigation design in�opetation with $MP B. Valve shall be installed in shrub areas whenever possible. WATER IN THE IRRIGATION DESIGN PLAN, 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. 4/05/1 O C. Install all valves as indicated in the detail drawings. O S r , C Trees,plants,walls,and permanent structure of any kind may not be planted or � Na NOTE: installed in CVWD and USBR easements or ' lit-of-way without first obtaining an 114636 D. Valves to be installed in valve boxes shall be installed one valve per box. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT 3 �encroachhment permit from CVWD. CAD � STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR DAT � O RMANAGEIv1ElvTSo OR SHEET NupggER 3.08 Valve Boxes BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT A. valve boxes shalt be installed in shrub areas whenever possible. FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. CVWD PLAN# EVELOPMEN-I'S -v id SL-PERVISOR LI=I14 B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum.Valve boxes shalt be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA � 20 St'EErS L39019 AUG 25 Zulu ALL TREES TO BE BELOW BRANCH / TOTAL (W•U.G.O.L S.) TREE LEGEND SINGLE TRUNK / SINGLE LEADER BRANCHING JOB REGION-6 SYMBOL DESCRIPTION SIZE/ QUANTITY WATER NEED j SPAG I NG A ) SAL(36 _._. / o ACACIA SALIGINA 36" BOX 3 LOPS O _ - WEEPING WATTLE �RAVASMIMIUVW�T�s.� SING!-E TRUNK - --- .- LOW BRANCH LANDSCAM� - -- --�---- - � FKHWAY SUM 200 i �' 34197 COJST / DANA POINT,Cu1LFORNA 42629 l A S M 24 1b3'i F 443 1416 FAX i 443• / / ( ) u �� OW 02 i i /. AGAGIA SMALL I l 24 BOX 2 L i AG A SP;' � AG I A i DESERT SWEET i i ,P ;AZT 36. i ps c / i' N A P z. i 0 F r L 6 u Ph i C VIM y �" . C 3 O X(SEE PLAN) GALLISTEMON VIMINALIS 24 3 MOD 0.5 tio Cti' BOTTLEBRUSH TREE NATURAL I I -� X 36 BO 2 IND �ign°ttxe NATURAL 7-31-12 (SEE PLAN pate 0 P AZT(36) �_ _—' f �i ° GRAPE M�YRTLEA INDIGA 24 BOX I MOD OS � �o ,♦ �'=--.� SINGLE TRUNK �9T oo� - -- - - - t + SAL 3y BRANCH o 6' OC 1 i I i Ii I-_. t SINGLE TRUNK LOW BRANCH These drawings ard/ r the M LIN(36) accompanying spec,ficctio^s MELALEUGA LINARIELOIA 36" BOX 2 MOD 0.5 are the exciusive prope-ty of r ny.Forsum/Summers d Mur? - _ FLAXLEAE PAPERBARK 51NGLE TRUNK Inc. and their use and 7ub1i- - - - �, _ LOW BRANCH cation shall be restdctea to the t2` original site for which they C VIM 4 I t __��� o were prepared. Re-!ire, repr ( ) o �I : -1 duction or y y \. — - -- , ub�iC tio.-� ar od . it whole Dart, �s method, except by written % ) — T E(36 E ,SW , „ P OLEA AN HILL (FRUITLESS) 36 BOX 3 MOD O.5 permission from rorsum/ _ CH 36 _-_ _ - ; -- j o FRUITLF-55 OLIVE SINGLE TRUNK Summers Murphy, ra / ( ) r ! --- l LOW BRANCH H i O i Q _ ., A L W 02 P Z ( PLAN) ARKIN50NIA HYBRID AZT 4" 0 ---2 1 T SEE N _P 2 BOX 4 G THORNLESS HYBRID PALO VERDE 36�� BOX 2 / C WIM r j � (2 ) I j I II SINGLE TRUNK j LOW BRANCH �...P w. - LAN 1 L� - -� � Z �� i I iI O . -�r..>:� I I� DAL ( ) SI 515500 6" 2 MOD O5 z �, I S 3 6 DALBERG I A 3 BOX N �� '; o \ I R05ENO D 0 SINGLE TRUNK W BRAN H LO G � L..;a 1 ;q..i.Ti 7A:1 '•+v. � A7P;CG9.. "R .i L f71S` �i�a .:wrv'.� ' �_' 'i� l {i� i p � - D'A i 0 i g I � i rI 3 I�'� ), / cH(36) 36" BOX 4 MOD OS j/ �, GHAMAEROPS HUM i L 15 \ - I ✓ /;' C IM -\ j I � j 7�i W ° MEDITERRANEAN FAN PALM MULTI-BRANCH r� - 2 7 h H 1 _Jl-Y I i.�.ri�r r....vs, a-v. L.21 ii TOTAL 0 i ='" � �� VINE LEGEND -- co \ -- _I% �I fix. ' I� =_ 'JOB REG ION-6 I I _ 5YMBOLDESGRIPTION 51ZE GtUANTITY WATER NEED _- . , I -�- BOUGAINVILLEA 'SAN D I EGO RED 15 GAL. 15 MOD 05 co BOUGAINVILLEA (ATTACHED) 7,0M I N 3ILL, a --0-- D 5 GAL 3 MOD OS BOUGAINVILLEA (ATTACHED) _ 0 BOUG D / TEGO R G G IS AL 3 MOD 0.5- � ). s -O- GAPE HONEYSUCKLE (ATTACHED) � � t F /yam „- BIGNONIA GAPREOLATA 15 GAL. 5 MOD O 2 Sr CROS5VINE (ATTACHED)) yy M __ _ _ P/AZT(36) M LIN,(3, _ W Z i ., L, / ;CH:"(36) i.' ` i- :-= �,( 1, BIGNONIA GAPREOLATA 5 GAL. 4 MOD 0.5 N _ HED m o o 1 „i ,o i- CROSS\/I NE (ATTAG ) C — i t / ��( A O , I i - AL. 4 LOW 0.2 - G I 15 G MA FADYENA UNGU f S GAT CATS CLAW (ATTACHED) A;SAL(36)' - -- - ' �� - - MAGPADYENA UNGU15-GATT 5 GAL. 5 LOW 02 CAT'S CLAW (ATTACHED) \ 1 ; r. I Z JONIGERA J. 'HALLIANA' 15 GAL. 2 MOD 0.5 HONEYSUCKLE APANESE f_ (ATTACHED) Z --�-E- TRAGELOSPERMUM JA5MINOIDE5 15 GAL. I MOD 05 J 0 0 WATER METER STAR JASMINE (ATTACHED) I_j < TYPICAL) WATER SERVICE LINE -a-4- GREWIA OCCIDENTALIS 15 GAL. I MOD 0.5 Z V LAVENDER STAR PLOWER WV t SEWER SERVICE GE LINE (TYP I GAL) (ATTACHED) W (TYPICAL) MATISSE, DRIVE a A 0) CIROUND COVER 501 L AMENDMENT NOTE ORDINANCE 1551 NOTE: NOTE: W o SMOL ESGR I PTI ON AT THE CONCLUSION ON OF ROUG G H RADGIN AN I N COMPLIANCE ANGE WITH ORD I NANGE I SS I, ALL DALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCH I TEGT NOTE: w PRIOR TO ELI VERY DC . CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT TEGT TREES, PLANTS, WALLS, 51 DEWALK5 AND PERMANENT 1, YB D so AGRONOM I G SOILS ANALYS 15 SHALL BE LANDSCAPE SHALL BE I N5TALLED PER WITH PHOTOGRAPHS AND SPEC,IF I GAT)ON5 OF MATERIAL RECOMMENDED TO STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED a. _3 2 v ALL SHRUB BEDS TO RECEIVE 2" THICK PREPARED BY THE CONTRACTOR AND HYDROZONE WITH DRIP I RR 1 GAT I ON AND BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, OR BUILT IN GVWD AND USBR EASEMENTS OR RIGHT-OF-WAY SHEET DESCRIPTION DYER (AFTER GOMPACTI ON) FURN I SHED TO THE LANDSCAPE ARCH I TEGT SMART CONTROLLER. ALL PLANTS SHALL BE CONTRACTOR SHALL PRO\/I DE PHOTO OF EACH 5PE0 I MEN. FOR ALL TREES WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM No SYMBOL DECOMPOSED GRANITE. AND CITY OF PALM DESERT FOR THEIR BACKF I LLED W 1 TH LOCALLY PRODUCED "BRIMSTONE" I� o HELLA VALLEY / SHRUBS 24" SOX AND UNDER, CONTRACTOR MAY SUBMIT A GVWD. TREE AND VINE BRIMSTONE 5/8 MINUS WITH 11/o FINES. REVIEW AND APPROVAL. THE INSTALLING COMPOST FROM COAL "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RE5ERVE5 THE AVAILABLE BY 5OUTHWEST BOULDER CONTRACTOR SHALL INSTALL ONLY THOSE COMPOST FACILITY OR GAL BIOMASS. R 1 GHT TO REJECT MATERIAL DELIVERY TO THE 51 TE NOT PREVIOUSLY DESKNM (160) 542-5522 SOIL AMENDMENTS AND FERTILIZERS AS C0MP05T GQTY. A5 FOLLOWS: APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. SMP NNVN.SOUTHWESTBOULDER.GOM APPROVED BY THE G I TY OF PALM DESERT ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE I NG POLE AND DRAWNLANDSCAPE SPECIALIST. i GALLON SHRUB 1 SHOVEL � These plans have been reviewed by the Coachella Valley Water District in SMPDESORPTION FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8.Section CHECKED 5 GALLON SHRUB 2 SHOVELS CALIPER, HE I GTH 4 W 1 DTH OF TREE / SHRUB. R 65597 et seq.requiring efficient landscape and irrigation design in cooperation'With SMP 15 GALLON SHRUB 5 SHOVELSthe local governing agency(City or County). "Approval of this drawing by C`VWD DATE ALL PLANTED SLOPES TO RECEIVE A ONLY PLANTS WITH 5TRONG TRUNKS, GOOD BRANCH CONF I GURATI ON AND staff does not constitute approval to encroach into district and USBR Rights-of-Way. 4/05/10 NO SYMBOL SLOPE PI-AN71N& NOrE (LOT5 e6 87) 24" BOX TREE 4 SHOVELS INTACT LOWER BRANCHES WILL BE ACCEPTED. O c Trees,plants,walls,and permanent structure of any kind may not be planted or )OB NO. MINIMUM 5" THICK LAYER OF PALM MULCH. 56'I BOX TREE 5 SHOVELS s r t r-----------, installed in CV WD and USBR easements or ri t-of-wa-without first obtaining an 114656 NOTE: 1/" i HATCH I ND I GATED EX 15T I NG SLOPE PLANT I NG - �ncroach�ment permit from CV WD. CAD FU REFER TO LANDSCAPE PLANS PREPARED _ �/�7 ALL INSTALLATION AND MAINTENANCE SHALL :'( 5CALE: 1 — 10 SHeEr Nu► rt MEET OR EXCEED THE G I TY OF PALM DESERT 15 ---= UNDER SEPARATE PERMIT. D T W R Iv AGEMEN SLR VISOR MODEL HOME PLANTING SHALL BE INTEGRATED NOTE "LOW WATER ORDINANCE" AND FOLLOW THE INTO EXISTING SLOPE PLANTING TO ENHANCE MA I NTENANGE SCHEDULE I$ GUI DEL I NES SLOPE AND ALLOW BETTER TRANSITION. NO TREE SHALL BE PLANTED WITHIN 10 GVWD PLAN# DEVELOPN E ERIACE SLPERVISOR L�15 E57ASL15HED IN THE CITY OF PALM DESERT is FIELD ADJUSTMENTS SHALL BE MADE AS FEET FROM BACK OF 57REE7 CURB 1DUE NEEDED. TO A IO PSE. NORTH 0' 10, 20' 50, 40, of 20 "DESERT FLORA" MAINTENANCE GUIDE, CURRENT ' EDITION. L39020 r t I n e) El H A,A ALL TREES TO BE BELOW BRANCH / TOTAL G.V.W. . TREE LEGEND SINGLE TRUNK / SINGLE LEADER BRANCHING J REOB (W• 71O.ON--66 EGI SYMBOL DESCRIPTION SIZE/ QUANTITY WATER NEED � SPAG I NG A SAL (36)VIM ; l ( ) 36 04) r, ( L I N D(24) 'i r� o ACACIA SAL IG I NA 5 N1GLE TRUNK O O %AVARUNILNUMs PAttTrrets,W_ , WEEPING WATTLE l o i WATE MET LOW BRANCH LANDSCAM RM COAST�i(;�WAYY %M 200 I DAL SIS(36) i (TYPI C AL) DMA KXW,CM10tWs2629 A SM(24) 60 443-U* FAX 00 443-16M O AS(3 6) o ACACIA SMALL I I 24" BOX 2 LOW 0.2 h f [� I; .I DESERT SWEET ACAC I A a 0 -"f-_' �� it ._ \ ` G \t('\ S� / f\ {t\h( \ ) (''!` -) �1 <N 1i� QVO �r�`T ` NDSC �` -- I iI 'i G` f> /f� �y>�t� I� C VlM G�. IAurph} 'QC, DE(36) / ? r\ <,. SEE PLAN 24° BOX 5 MOD 0.5 do y 1 o ii ,< ;I ( o ) CALLI5TEMON VIMINALI5 -,A BOTTLEBRUSH TREE I NATURAL 5611 BOX 2 -� rr I I NATURAL 7-31-12 (SEE PLAN) N) I Reare-8o-Date 0at e! MOD 0.5 411 BOX � _. _; " - > - ;/ GRAPE MYRTLE S I NGLE TRUNK s�q Dote �`P a AS 36 LOW BRANCH TF OF CALtFO� OE(36) -[ _ . _. L I I I t_� i � � (e Y Firi t t - �t yi i o I -�� it —_ .._- ____:.:.��I ._j xtK�• i l..._lfi Ii O �� J�<f I AS(36) 561 BOX 51 NGLE TRUNK O i LOW BRANCH These drawings and/or the i - -- C VIM ' _ �' 1' M LIN(36) accompanying spec�ficat;ons f MELALEUGA LINARIFLO A 36 BOX(36) I r l r 2 MOD 0.5 are the exclusive property of -- I --_-T O ' `• .., �`-- ._I S _. Forsum/Summers SC Murphy, - --- FLAXLEAF PERBARK 51N6LE TRUNK Inc. and their use and pub i- -- it LOW BRANCH cation shoji be estrictec to Une r : original site for wh,eh they I re I prepay -use r�pro- '- elect-on r pub�cot;o method. �n whole or par s OE(36) prohibited except by wr,tte, _ . _,_._ -- RUIT 3 MOD O 5 i - I � II OLEA E. 'SWAN HILL' (F LE55) 36" BOX perm'ss�on Frc^^ �orsUrYl/ li o Summers & ',A it Inc. FRU I TLE55 OLIVE 51 NGLE TRUNK I` I iT j LOW BRANCH C VIM C (24)l T Ba c �s �� i P AZT(sEE PLAN) _PARKIN50NIA HYBRID AZT 24" BOX 4 LOW 0.2 � � a I I L_.= f �y THORNLESS HYBRID PALO VERVE 36" BOXTRUNK 2 I f 2 b� ,lJ�yt I O JINGLE z LOW BRANCH i T f _.'1 ' Y ' �r'7 - _ t U s. brit[: //////mn a;1TM's :; ____._ -------------— r: it t \, f: O DAL SIS 36 v� > W _ ( ) 36 $ MOD O 5 - r�L�� 515500 2 DALBERGIA BOX r p R05EWOOD of Z � �. _ LOW BRANCH F � sd S � W s ., t.J it 13 �-. C tl I �r.._.Y... I I _--b9 9 :;1�11if ...._.,,.., h ., " +, = I W i/ �i n , I 56" BOX 4 MOD 0.5 - �,_„ CH(36) CHAMAEROPS HUMILIS -- __... _.. ° MED I TERRANEAN FAN PALM I� � - �` A SM(24) MULTI-BRANCH Fs ----- - ' �', i I , ^' : .� •t, 4, ! 3> >\ / - '.� it fl (• o lit /J I v t f;CRn4. 3 �t �..__. t,-, ��-�^�� _.. ���`,n.�..� / i —� i - I' I; � V71 _ VIN G ND JOB TOTAL 10 ��/ RE 10 - C vim 5YMBOLDE5GRIPTION SIZE ANTITY WATER NEED Qu 36 �_> OK : x v �� U __ 15 W ' • "`� --- , �<•� � ?! �, ';_� , ��� ;;,, r �a�s� r -0•- A V EA 5AN DIEGO RED 15 GAL. MOD 0.5 : -:_ _ BOUGA I NYI LLEA (ATTACHED) � �t5 kzY�s� ti� CJ� L�� WATER SERVICE LINE V -O- D 5 GAL 3 MOD 0. Cal 5 i ._? �' PIG s r BOUGA I NV I LLEA (ATTACHED) Z : \ SI I `.i , i I / _ J DAL S( ��C TY L � Z � co = MOD 0.5 I � TEGOMARIA GAPEN515 15 GAL W 4 GAPE HONEYSUCKLE (ATTACHED) {- :7 1 -�.. _.-'F )•`l� ,_. �__ .�lh 4 ...\ cz j O Go : % •r ` `;�� '; >C .1 BIGNONIA GAPREOLATA 15 GAL. 5 MOD 0.5 Z Z qto ,G W OE(36) 055VINE (ATTACHED) 3 -j 0. - _ .h - - i Y , : -- - . / " li i ( ) A 51 GNON I A GAPREOLATA 5 GAL. 4 MOD 0.5 L IND 36 r YY \ I o j E CRO55V I NE (ATTACHED) r I i t M - ,.. - �.`�._ ,rr - MAGFADYENA UNGUI5 GAT- I 15 GAL. 4 LOW 0-2_ ._ CAT'5 CLAW (ATTACHED) MACFADYENA UN6UI5-GATI 5 GAL. 5 LOW 02 Z WATER METER -� GAT'S CLAW (ATTACHED)(TYI }a < PIGAL -rw\.- LONIGERA J. 'HALLIANA' 15 GAL. 2 MOD 0.5 Z SEWER SER�I GE LINE �-- ac WATER SERVICE LINE (TYP I GAL) JAPANESE HONEYSUCKLEWJ O O (TYP I GAL) (ATTACHED) �J U. DRIVE --,H- TRACEL05PERMUM JA5M I NO I DE5 15 GAL. I MOD 0.5 a Z V MATISSE 5TAR JA5MINE (ATTACHED) W Y C 0- GREWIA OCOIDENTAL15 15 GAL. I MOD 0 5 H� W LAVENDER STAR FLOWER (ATTACHED) _a J GR®UN COVER 501 L AMENDMENT NOTE ORDINANCE 1881 NOTE: NOTE : ZW o SYMBOL DE5CRIPTION ORDINANCE I581 ALL ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT NOTE: 0 SOa AT THE CONCLUSION OF ROUGH GRADING, AN I N COMPLIANCE I ANGE W I TH PRIOR TO DEL I VER`I'. CONTRACTOR SHALL PROP I DE LANDSCAPE ARCHITECT TREES, PLANTS, WALLS, 511DEWALK5 AND PERMANENT ada J ALL SHRUB BED5 TO RECEIVE 2" THICK AGRONOM I G SOILS ANALYSIS SHALL BE LANDSCAPE SHALL BE INSTALLED PER WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, I N5TALLED LAYER (AFTER G P OMAGTION) PREPARED BY THE CONTRACTOR AND HYDROZONE WITH DRIP IRRIGATION AND SMART BE SD PURCHAE BY THE CONTRACTOR. FOR ALL TREESS R Y ABOVE 36" SOX, OR BUILT IN GVWD AND USER EASEMENTS O RIGHT-OF-WA NO 5YB DECOMPOSED GRANITE. MOL FURNISHE TO THE LANDSCAPE ARCHITECT AND CONTROLLER. ALL PLANT5 SHALL 5E SHEET DES N G I TY D D OF PALM E G DESERT FOR THEIR REVIEW AND BAKF I LLED WITH LOCALLY D PROUCED CONTRACTOR SHALL PRO�II DE PHOTO OF EACH SPECIMEN. FOR ALL TREES WITHOUT FIRST R5T OBTAINING AND ENCROACHMENT PERMIT FROM TREE ANNDD VINE "BRIMSTONE" 5/8" MINUS WITH 1196 FINES. / SHRU APPROVAL. THE INSTALLING CONTRACTOR COMPOST FROM GOAGHELLA VALLEY "REPRESENTATIVE" 24" BOX AND UNDER, CONTRACTOR MAY SUBM I T A GVWD. �v AVAILABLE BY SOUTHWEST BOULDER "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE SHALL INSTALL ONLY TH05E 501 L AMENDMENTS COMPOST FAG I L I TY OR GAL BIOMASS. DERGNED (�60) 342-5522 AND FERTILIZERS A5 APPROVED BY THE G I TY COMPOST QTY. AS FOLLOWS: RIGHT TO REJECT MATERIAL DELIVERY TO THE 51 TE NOT PREVIOUSLY WWW.50UTHWESTBOULDER.GOM APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. SMP OF PALM DESERT LANDSCAPE 5PEG I AL I ST. , AND MAWN I GALLON SHRUB I SHOVEL These plans have been reviewed by the Coachella Valley Water District in SMP DESCRIPTION ALL PHOTOGRAPH5 SHALL CONTAIN A PERSON OR MEASURE I NG POLE, THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,section 5 GALLON SHRUB 2 SHOVELS CALIPER, HE 1 GTH 4 WIDTH OF TREE / SHRUB. R 65597 et seq.requiting efficient landscape and irrigation design in cooperation with SMP the local governing agency(City or County)."Approval of this drawing by CVWD I E GALLON SHRUB 3 SHOVELS ��� NO SYMBOL ALL PLANTED SLOPES TO RECE I VE A 5L0I' PL,r4NTiNG NOTE (LOTS 86 �' 87) ONLY PLAN75 W 1 TH STRONG TRUNKS, GOOD BRANCH OONF 1 GURATI ON AND staff does not constitute approval to encroach into district and USBR Rights-of-Way. 4/05/10 MINIMUM 5" THICK LAYER OF PALM MULCH. 24" BOX TREE 4 SHOVELS 0 Trees,plants,walls,and permanent structure of any kind may not be planted or 36" BOX TREE 5 SHOVELS INTACT LOWER BRANCHES WILL BE AGGEPTED. s T R 1 c !OB Na �_-__!_______, installed in CV WD and USBR easements or ri t-of--way without first taming an NOTE: � , HATCH INDICATED EXISTING SLOPE PLANTING - ALL INSTALLATION AND MA I NTENANGE SHALL A REFER TO LANDSCAPE PLANS PREPARED � encroachment permit from CVWD. C� � �___________, UNDER SEPARATE PERMIT. SCALE: I �� = IOC !/V MEET OR EXCEED THE G I TY OF PALM 1.>E5ERT S MODEL HOME PLANTING SHALL $E INTEGRATED DAT R MAIrAG SL�ER�ZSOR SHEET NUMBER "LOW WATER ORDINANCE" AND FOLLOW THE INTO EXISTING SLOPE PLANTING TO ENHANCE NOTE: MAINTENANCE SCHEDULE a GUI DEL I NES SLOPE AND ALLOW BETTER TRANSITION. (�-�(� I O CVWD PLAN# DE LOPMEly I' R ESL-PERVZSOR L 16 FIELD ADJUSTMENTS SHALL BE MADE AS NO TREES SHALL BE PLANTED ESTABLISHED I N THE G I TY OF PALM DESERTS DUENORTH1 � � DESERT FLORA MAINTENANCE GUIDE, CURRENT NEEDED. FEET FROM BAGiG OF STREET CURB O 101 20 50 401 1 OF 20 suers EDITION. TO A 10' PSE. eHRU$ LEGEND: TOTAL PROJECT 7 ON SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED 5PACIN& AGAVE AMERICANA 5 GAL 10 LOW 0.2 PER CENTURY PLANT PLAN PER AGAVE BOVIGORNUTA 5 GAL 31 LOW 0.2 GOWSHORN AGAVE PLAN - - AGAVE DESMETTIANA 5 GAL 5 LOW 02 - PER RAVAWS"Wwt PARTWS,ING i` -- — — 7 DWARF CENTURY PLANT `'v��'�� P AN 3~rn coArr Ha�vAY wrr> goo l L WW1 / POINT, ��pj - r 443-U* FAX �7 / W 02 PER .r LO AGAVE V O I N ILM R NIA A GA 13 7 0 5 L OC TOPUS AGA VE PLA N F , v. i; I I PER.0.2 5 GA 3 N os c A PAL E BARBADENSISPLAN OE VER F. ur I M q G• i oti M PE R OD O.5 _- BAI EYA U TIRADI �; L M L ATA I GA L\ 42 i o `n b PLAN rn L i w �D ESERT MARIGO D L " OS 8 o 7 31 12 BO UGAINVI EA A JOLLA"J A 5 GA o � LL L OLL L I S( � 4< Renewal Dote BOUGAINVILLEA 0 % �/ `36) �� V �--=.1 �. O GAESALPINIA PULGHERRIMA 5 GAL 5 MOD 0.5 O i F .i r, - �: .r - _ RED BIRD OF PARADISE OF CALIF -- JOHN 5 GAL I I MOD O 5 6 �=� \ / l GALLISTEMON VIMINALIS 'LITTLE ' DWARF WEEPING BOTTLE BRUSH ' -- � � r �� < • `. - I4< These drawings cnd/or 'ne _ GEREUS HILDMANNIANUS 4' MIN HT 6 LOW 0.2 �' accompanying specie:c,.tiars _ b- HILDMAN'S GEREUS 2' MIN STALK PLAN are the exclusive property of / O -- Forsum Summers & Murpny, / i inc. and their use end uDF- / - - - - cation s ol' t>e restricted 'he l " GONVOLVULUS CNEORUM 5 GAL 17 MOD 0.5 PER , b original site for twhicht they _1"2 _ ° BUSH MORNING GLORY PLAN prepared. Re-use, reprc- 4< were e duction or publication by any \ method, i whole or part, is Y� prohibited except o written / b ' V GYGAS REVOLUTA IS GAL 8 MOD O 5 PER >` - - \` 'SL/% __. O I -- ` i ,,}},� W 5AG0 PALM PLAN Permission from Fors.^,/ / �—� `Y Summers & Murphy, 'nc. --- ■ ■ GI1 5 GAL 56 �- O � ® • MOD 0.5 E) TRAILING INDIGO BUSH O { b Cl ° _ O { i LOW 0.2 DASYLIRON WHEELERI 5 GAL 13 _ Ci DESERT SPOON ' /0 PLAN o i W : { W EGHINOGAOTU5 6RU50NII 8" DIA. MIN. S LOW 0.2 3' ° t GOLDEN BARREL CACTUS p� ({�,�j, fj I \ LY;`zc'a LY - 1 .rtl�U/ 1 °,4 y .�_ .�5._t����A A ! I o -- {f' ---- OSA 5 GAL 15 LOW 0.2 6 �ENGELIA FARIN t' w BRITTLE BUSH t 0 � Z Y & a tt • O z.,fl�w�..= r � { �, � � FOUQUIERIA SPLENDENS 15 CANES MIN 12 LOW 0.2 PER 1 \ \ OGOTILLO 5' MIN HEIGHT PLAN r HIAIA , �i v , , tom, _ -y, \lsr - /� HE5PERALO PARVIFLORA 5 GAL 55 LOW 0.2 5' � ......... _� r =: -= "h ��,,� 0 1 �J--RED YUGGAE 4 5 6 :,�s i, - - -- MOD 0.5 'F_. _a�F`Y; ;. �� LANTANA CAMARA VARS. 'NEW GOLD' 5 GAL 26' / , o _ , ,_,, } NE T W GOLD LAN ANA / � O ;i ANGU5TIFOLIA 5 GAL 12 LOW 0.2 r o Il PER ' / t { I \ i1 ✓ —LAVENDER A PLAN AZ II( I �-(S 6 of � � / -l �i --IL .- ---�-, ■ � LEUGOPHYLLUM FRUTESGENS 5 GAL 24 LON 0.2 TEXAS RANGER I GAL MOD 0.5 PER Z o P { b ` i Uj LILY TURF PLAN co n ., „ Dv , G ' LOW 02 PER C0 NOLIINA LONGIFOLIAEE 15 GAL 10 PLAN O 0— A �✓ MEX CAN GRASS TREE 7�0 �" Uj _ _ o -- - RI 5PEG105A I GAL 17 LOW 0.2 o OENOTHERA BERLANDIE PER �CHIHUAHUAN PRIMROSE PLAN co a t , _ � --� � ) ; `,� � ,.o � . "_ ..�,n. _, `= _._. : _--___ . '. p CO PENSTEMON SUPERBUS 5 GAL 24 LOW 0.2 � � W O a SUPERB PENSTEMON PLAN Q ?� *—MEXICAN 5ALVIA LEUGANTHA 5 GAL 14 MOD 0.5 PERZ BU5H 5A6E PLAN 3 m a I� ... -±j /0, \ <XX ® / / I SENNA ARTEMISIODES 5 GAL Iq LOW 02 6 (\/� +2" / \ FEATHERY GASS I A 0 L/l l O _ ? ;�j/i• ®' �j 5TIPA TENU1551MA 5 GAL 50 LOW 02 PER ® O b b �' �' FEATHER GRA55 PLAN Z ® M O O — Gs ° o T= THEVETI A PERUV I ANA 15 GAL 6 MOD 0.5 14' }CL < YELLOW OLEANDER (LRG SHRUB OR M- Z r 03 ° SMALL TREE) J O WATER METER &—\/r=RBr=NA VERBENA 5PP. I GAL 23 MOD 0.5 PERJ(7'P I GAL) V PLAN W Z Y WC YUCCA RECURVIFOLIA 5 GAL lei LOW 02 PER MATISSE DRIVE —PENDULOUS YUCCA PLAN Qa o so YUCCA R05TRATA 15 GAL I LOW 02 PER G a GROUND COVER 501 L. AMENDMENT NOTE ORD I NANOE 1551 NOTE: NON PLAN �j Z W W W F-O 5YMBOL DESCRIPTION AT THE CONCLUSION OF ROUGH GRADING, AN IN COMPLIANCE WITH ORDINANCE 188I, ALL T O 20 ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT NOTE: ad J2 v AGRONOMIC 50 I L5 ANAL`rS 1 S SHALL BE LANDSCAPE SHALL BE INSTALLED PER PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE LANDSCAPE TREES, PLANTS, WALLS, 51 DEWALIG5 AND PERMANENT ALL SHRUB BEDS TO RECEIVE 2 THICK PREPARED BY THE CONTRACTOR AND HYDROZONE WITH DRIP IRRIGATION AND SMART LAYER (AFTER COMPACT)ON) PORN I SHED TO THE LAND5G,4PE ARCH I TEGT AND CONTROLLER. ALL PL�rNTS SHALL BE ARCH I TBGT WITH PHOTOGRAPHS AND SPEC I F I GAT I ONS OF MATERIAL STfi�UGTURES OF ANY K i NiD SHALL NOT BE PLANTED, INSTALLED SHEET DESCRIPTION NO SYMBOL DECOMPOSED GRANITE. RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES OR BUILT IN GVWD AND U55R EA5EMENT5 OR RI 5HT-OF-WAY SHRUB �� o G I TY OF PALM DESERT FOR THEIR REVIEW AND BAGKF I LLED WITH LOCALLY PRODUCED ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM PF�ty BRIMSTONE 5/5 MINUS WITH 11% FINES. APPROVAL. THE INSTALLING CONTRACTOR GOMP05T FROM COACHELLA VALLEY OOMP05T AVAILABLE BY SOUTHWEST BOULDER SHALL INSTALL ONLY THOSE 501 L AMENDMENTS FACILITY OR GAL BIOMASS. COMPOST OTY. AS FOR ALL TREES / 5HRUB5 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT GVWD. AND FERTILIZERS A5 APPROVED BY THE CITY FOLLOWS: A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES DSKNM(76O) 342-5522 THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY SMP WWW.50UTHWE5TBOULDER.GOM OF PALM DESERT LANDSCAPE SPECIALIST. DRAWN GALLON SHRUB 15HOVEL APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. These plans have been reviewed by the Coachella Valley Water District in SMP DESCRIPTION ALL PHOTOGRAPHS SHALL CONTAIN A PER50N OR MEASURE I NCB POLE, AND p� T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECK BD 5 GALLON SHRUB 2 SHOVELS nt 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP FRAME THE ENTIRE TREE / SHRUB. SPEC I F I GAT I ONS SHALL ADDRESS the local governing agency(City or County)."Approval of this drawing by C�WD NO SYMBOL ALL PLANTED SLOPES TO RECEIVE A 5L0PE 'L�4NT/NG NO'TE (LOTS 86 87) IS GALLON SHRUB 3 SHOVELS DATE MINIMUM 3 THICK LAYER OF PALM MULCH. __ _ ___ 24" BOX TREE 4 SHOVELS GA�--1 PER, H�I GTH $ WIDTH OF TREE / SHRUB. staiTdoes not constitute approval to encroach into district and USBRRights-of-wad-. 4/OS/I O NOTE: � r -, � ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH GONF I GURAT I ON AND � � s T R G Trees,plants,walls,and permanent structure of any kind may not be planted or � NO '; ' ;' :;' HATCH INDICATED EXISTING SLOPE PLANTING - 56" BOX TREE 5 SHOVELS installed in CVWD and USBR easements or rig -ot-way without fast obtaining an INTACT LOWER BRANCHES WILL BE ACCEPTED. cro cent permit$am GVWD. I I4636 ALL INSTALLATION AND MAINTENANCE SHALL i- �i REFER TO LANDSCAPE PLANS PREPARED l i 31 GAD FILE DESERT � —=— ` ='—=-� UNDER SEPARATE PERMIT. RATED 50AL 1 1 DATE/ W RMANAGEMENT StiPERV R SHEET NUMBER MEET OR EXCEED THE CITY OF PALM D MODEL HOME PLANTING SHALL BE INTEG "LOW WATER ORDINANCE" AND FOLLOW THE INTO EXISTING SLOPE PLANTING TO ENHANCE NO.�. . MAINTENANCE SCHEDULE GUI DEL I NES SLOPE AND ALLOW BETTER TRANSITION. GVWD PLAN# E` LOPMElr'T S rI SLPER�ISOR L 17 FIELD ADJU5TMENT5 SHALL BE MADE AS NO TREES SHALL BE PLANTED WITHIN E5TABLISHED IN THE CITY OF PALM DESERT'S NEEDED. G.V.W.D. EASEMENTS OR RISHT—OF WA1'S NORTH "DESERT FLORA" MAINTENANCE GUIDE, CURRENT 0 10' 20' 50, 40' 1 OF 20 EDITION. SHRUB LEGEND: TOTAL PRO ZCT / . I SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED SPACING &_AGAVE AMERICANA 5 GAL IO LOW 0.2 PER CENTURY PLANT PLAN -- — AAVE BOV I CORNUTA 5 GAL 31 \ GCOWSHORN AGAVE LOW 02 R PLAN IF IF IF i C �� �� \ m 5 GAL 5 LOW 0.2 `2 � ____-_ F ° F AGAVE DESMETTIANA PERkANDS, P^R7N �,c I //\ T COAST HK;HWAY,sum Zoo 1, ,��;; \ DWARF CENTURY PLAN / - x r F POW, LOW 0.2 PER a uw FAX ts+sf 443-1631 //•\ AGAVE V I LMORI N I ANA 5 GAL 13 �N i O .. PLAN �.�;, �,�.' ; ` F o �`� � —OCTOPUS AGAVE �• / L X � '� \ PER O /'\� ° ` ' ;�at�:� ._ �� ALOE BARBADEN515 5 GAL 5� LOW 02 NDSCq � �x \ 4' PLAN pF L L �� �-- -- - (� ALOE YERA • O / _ `! 7 MOD 0.5 PER o y BAILEYA MULTIRADIATA I GAL 42 <� iNnx �l: O '.: �a O p i' DESERT MARIGOLD PLAN w r t P x / o ` MOD 0.5 8' �� r . 1 ` / 0 BOUGAINVILLEA "LA .IOLLA" 5 GAL 15 -3t-t2 x o <_ I=' _n BOUGAINVILLEA 8o O x -■- ■:r_ �' I /�(/, ,`. Oa �' MOD 0.5 GAESALPINIA PULCHERRIMA 5 GAL 5q�£ pate . �. ,_ O ;, • � � >r'r�`r, � � ;. RED BIRD OF PARADISE FCAL1 Fil`\1 CALL I5TEMON V I M I NAL 15 'L I TTLE JOHN' 5 GAL 11 MOD 0.5 b' ° O " G DWARF WEEPING BOTTLE BRUSH h r� , These drawin s and,or the 6 LOW 0.2 � • : . ` GEREU5 HILDMANNIANUS 4 MIN HT PER if •: O L C� � ���-- � � � � a 'v o ` accompany,ng spec,.,ca.�or.s O \ � F a c HILDMAN'S GEREUS 2' MIN STALK PLAN are the exclusive property of O a L \, o O O Forsum/Summers & Murphy, L x ( 1�� \�� o lnc. and their use anal publi- , O L L P P Il\\ Cx �( L ■ !. ■ ` O / GONVOLVULU5 GNEORUM 5 GAL I't MOD 0.5 PER f . a cation shall " restnc:ed to the O O O O U I O .-._o. / riginal ,,, .r O L - BUSH MORNING GLORY PLAN were prepared. Re use reprov ction or publication by on) i - + e or LUTA IS SAL S MOD 0.5 PLAN , - -- method. do ewcel t b �� s i prohibite x p y w�t•e.^• SA PALM permission rpm Fors m/ _.___ GO ummers & Murphy, Inc. G G 5 REVO _ . ° DALEA GREGG I I 5 GAL 3C� MOD 0.5 6' TRAILING INDIGO BUSH 1 � ,r PER (24-; �// DASYLIRON WHEELERI 5 GAL 13 LOW 0.2 PLAN 14.®BW /IJ rr--� DESERT SPOON I— ". ' , } , , EGHINOCACTUS GRU50N1I 8" DIA. MIN. 8 LOW 0.2 3 W GOLDEN BARREL CACTUS D Z)4 I J W _o roc r ENGELIA FARIN05A 5 GAL 15 LOW 0.2 6' `� - AN V BRITTLE BUSH C� O oaoy� . y..ewi1 �elu �I ,.. $.�r„ �_v .J F FOUQUIERIA SPLENDENS IS GAMES MIN 12 LOW 0.2 PER �, W OCOTILLO 5 MIN HEIGHT PLAN oc W �°"" ` HE5PERALOE PARVIFLORA 5 GAL 55 LOW 0.2 5' ,+, FF RED YUCCA 'L T 1 ' AR5. NEW GOLD 5 GAL 2 MOD 0.5 b YetlL di } NEW GOLD LANTANA W Z l �� � � � ° -- LAVANDULA ANGUSTIFOLIA 5 GAL 12 LOW 02 JEWno 4 �/ \� /' O ..HIM 2 / �—LAVENDER PLAN � y A / 24�� LOW 02 _ .. ...__. L LEUGOPHYLLUM FRUTESCENS 5 GAL 24 n TEXAS RANGER U LIRIOPE SPP I GAL 40 MOD 0.5 FER Bum 3 /.` r� / ;�� '� -1 Uco —LILY TURF PLAN x xIB.S�lBdf�, �6LK.ltl I \ W OLINA LON61FOLIA 15 GAL 10 LOW 02 PER � Cep o 5 . `i II � N ! ! MEXIGAN GRA55 TREE PLAN Q P , _ , Y a P o _! I l) I DENOTHERA BERLAND I ERI SPED 105A I GAL I LOW 0.2 PER Q a a GHIHUAHUAN PRIMROSE PLAN Cal p V — _ \' t, PENSTEMON 5UPERBU5 5 GAL 24 LOW 0.2 PER W O CO x a , P SUPERB PENSTEMON PLAN W m P Z ,.. L a i SALVIA LEUCANTHA 5 GAL 14 MOD 0.5 PER cm L L o I I=. : j MEXIGAN BUSH SAGE PLAN aD -� - ma�� /* (, L � o a .. ° o o I v / x ° 5ENNA ARTEMISIODES 5 GAL la LOW 0.2 6' l FEATHERY CASSIA z, x oo ° - / L O %'� i - _ 5 GAL 30 LOW 0.2 PER STIPA TENU1551MA FEATHER GRASS PLAN Z "° THEVETIA PERUVIANA 15 GAL 6 MOD 0 5 14' �•a V�IATER METER r: ; ��� YELLOW OLEANDER (LRG SHRUB OR (TYP I CAL) Vt SMALL TREE) J O O J J u. VERBENA SPP. 1 GAL 25 MOD 0.5 PER <0 J VERBENA PLAN a Z_ V W Y �C MAT I S S E DRIVE YUGGA REGURV I FOL I A 5 GAL I Q LOW 0.2 PER �< W PENDULOUS YUCCA PLANCL YUCCA ROSTRATA 15 GAL I LOW 0.2 PER GROUND COVER 501 L AMENDMENT NOTE ORD I NANGE 1551 NOTE: NGN PLAN J - - NOTE : Z W 0 W W�F' C 5YMBOL DESCRIPTION AT THE CONCLU51 ON OF ROUGH GRADING, AN 1 N GOMPL I ANGE WITH ORD I MANGE 188 I, ALL ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT NOTE: 4 W O AGRONOMIC 50 I LS ANALY515 SHALL E3E LANDSCAPE SHALL B E INSTALLED PER J v PRIOR TO DEL i VERY. CONTRACTOR SHALL PROVIDE LANDSCAPE TREES, PLANTS, WALLS, 51 DEWALKS AND PERMANENT ALL SHRUB BEDS TO RECEIVE 2" THICK PREPARED BY A 501 L TE5T1 NG LAB AND HYDROZONE WITH DRIP I RR I GAT I ON AND SMART ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OE MATERIAL STRUCTURES OE ANY KIND SHALL NOT BE PLANTED, INSTALLED SHEET D IFn N NO SYMBOL LAYER (AFTER COMPACTION) FURNISHED TO THE LANDSCAPE ARCHITECT AND CONTROLLER. ALL PLANTS SHALL E3E RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES OR BUILT IN CVWD AND U55R EASEMENT5 OR RIGHT—OF—WAY SHRUB DECOMPOSED GRANITE. CITY OE PALM DESERT FOR THEIR REVIEW AND BAGKF I LLED WITH LOCALLY PRODUCED ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE PHOTO OE EACH SPECIMEN. WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM PLM "BRIMSTONE" 5/5" MINUS WITH II% FINES. APPROVAL. THE INSTALLING CONTRACTOR COMPOST FROM COACHELLA VALLEY FOR ALL TREES / SHRUBS 24" E30X AND UNDER, CONTRACTOR MAY SUBMIT GVWD. AVAILABLE BY SOUTHWEST BOULDER SHALL INSTALL ONLY TH05E SO 1 L AMENDMENTS OOMP05T FAG I L I TY OR GAL BIOMASS. A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES (760) 342-5522 AND FERTILIZERS AS APPROVED BY THE C 1 TY COMPOST OTY. AS FOLLOWS: THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY DESKS SMP WWW.SOUTHWE5TBOULDER.GOM OF PALM DESERT LANDSCAPE SPEG I AL 1ST. APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. DRAWN GALLON SHRUE3 I SHOVEL These plans have been reviewed by the Coachella Valley Water District in SMP ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE I NG POLE, AND A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHECM DESCRIPTION 5 GALLON SHRUB 2 5HOVELS R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP 15 GALLON SHRUB 5 SHOVELS FRAME THE ENTIRE TREE / SHRUB. SPEC I F I GAT I ONS SHALL ADDRESS the local governing agency(City or county)."Approval of this drawing by CVWD ALL PLANTED SLOPES TO RECEIVE A GAL I PER, HE 1 GTH 4 WIDTH OF TREE / SHRUB. staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE 4/05/1 D NO SYMBOL 24" BOX TREE 4 SHOVELS ONLY PLANTS WITH STRONG TRUNKS, O Trees,plants,walls,and permanent structure of any kind may not be lanted or SLOPS PL�4NT/NG NOTE (LOTS 86 ' 87) GOOD BRANCH GONE I GURAT I ON AND i s , c p 10� No MINIMUM 3" TH I GK LAYER OF PALM MULCH. __ ___ _ 36" gOX TREE 5 SHOVELS T installed in GVWD and USBR easements or rig t-of-way without first btaining an 114636 NOTE: j r 1 HATCH INDICATED EXISTING SLOPE PLANTING - INTACT LONER BRANCHES WILL BE ACCEPTED. encroachment permit fromCVWD. RILE MAINTENANCE SHALL i i REFER TO LANDSCAPE PLANS PREPARED SCALE• 1 �� = 10' C/V � y� ALL INSTALLATION AND i ' UNDER SEPARATE PERMIT. MEET OR EXCEED THE G I TY OF PALM DESERT'��' �"--"—�---_—u DAT WA R;tiiAIvAGEMEKT SL-PE OR $�-�� NUMBER MODEL HOME PLANTING SHALL BE INTEGRATED Imp 'SLOW WATER ORDINANCE" AND FOLLOW THE INTO EXISTING SLOPE PLANTING TO ENHANCE NOTE: - SLOPE AND ALLOW BETTER TRANSITION. HALL BE PLANTED WITHIN C.V.W.D. 0 CVWDPLAN# DEVELOPMEIv RVI ESL�ERVLSOR L 18 MAINTENANCE SCHEDULE � GU I DEL I NES � FIELD ADJUSTMENTS SHALL BE MADE AS NO TREES S E5�TABL 15HEID I N THE G I TY OF PALM 1DESERT 5 NEEDED. EASEMENTS OR RIGHT-OF WAYS NORTH DESERT FLORA 1 1AINTENANGE GU117E, CURRENT O' 10' 20, 50, 40, OF 20 �-IffTs L39023AUG ? " O1. 5HRU5 -REFER TO PLAN FOR PREVAILIN6 i. 'CINCH-TIE' BY V.I.T. CO. TYPE 4 LOCATION WIND41 71, 12" 12" (619) 673-1760 TAKE 2 2. LODGEPOLE PINE 5 2. 2" THK LAYER OF COMPACTED PLAN x 12' LONG FOR DECOMPOSED GRANITE - REFER ALL TREES. GUT-OFF TO TREE PLANTING PLAN FOR EXCESS STAKE TO MINIMIZE SPECIFICATION. TOP OF ROOT DAMAGE TO TREE. 3 GROWN TO BE AT FINAL GRADE. 3. 2" COMPACTED LAYER 3. FINAL 6RADE DECOMPOSED 6RANITE. uwsAcMa irrc REFER TO TREE PLANTING 3m COAST HGf'MIAY,RM Zoo PLAN FOR SPECIFICATION. DMA KXW'ctiK*NA 9M I 4.GOMP05T/NATIVE BAGKFILL - TOP OF ROOT GROWN TO 00�U* fAX t"�UM SEE NOTE BELOW. BE AT FINAL 6RADE. 5. PLANT PIT EXCAVATION 2 4. FINAL 6RADE �'NNDSCgp 6. ROOTBALL 3 5. 100% NATIVE BAGKFILL ���'G!A• �'rPhy 6. PLANT PIT EXEGAVATION l �► 7. UNDISTURBED BATIVE 5U56RADE 4 w 21 III-I '1. ROOTBALL -+ III 7 5 8. UNDISTURBED NATIVE 7-31-12 SUBGRADE. Rem" Date 2 X DIAMETER ALL PLANT 1 NSTALLATI ON SHALL MEET THE s Dote �` b "♦ OF ROOT BALL CITY OF PALM DESERT'5 CURRENT INSTALLATION 6 �q D Dote AND MAINTENANCE GUIDELINES. TFpF CALIF ORDINANCE 1681 NOTE: -I 7 NOTES: IN COMPLIANCE WITH ORDINANCE 1581, ALL I=I - MIN. TWO TIES (TOP BOTTOM) LANDSCAPE SHALL BE INSTALLED PER HYDROZONE REGtUIRED. WITH DRIP IRRIGATION AND SMART CONTROLLER. -I I I - These drawings and/cr the ALL PLANTS SHALL BE BAGKFILLED WITH LOCALLY = WRAP STAKE TO FORM accompanying spec f cations III- T� - FIGURE EIGHT. NAIL W/ (1) are tn.e exciusive propery cr PRODUCED COMPOST FROM COACHELLA VALLEY I- Forsum/Summers & Murphy. -= I III-I I- I I= 8 6ALV. NAIL THROUGH EACH For and their ss ar.d prohy, COMPOST FACILITY OR GAL BIOMASS. COMPOST -� I;I I -_ - TIE INTO POLE. cation shoji it restricted to the OTY. AS FOLLOWS: -) original site for which they i-I i STAKE ONLY IF NEEDED. were prepared. Re-use, repro- I GALLON SHRUB I SHOVEL 2 X DIAMETER duction or publication by any 5 GALLON SHRUB 2 SHOVELS method, ir, whoie or par„ is 15 GALLON SHRUB 3 5HOVEL5 OF ROOT BALL prohibited except by written 24" BOX TREE 4 SHOVELS ALL PLANT INSTALLATION SHALL MEET THE permission from Fr rrj os_ 36" BOX TREE 5 SHOVELS CITY OF PALM DE5ERT'S CURRENT INSTALLATION Summers & Mj rp h,, :n c. AND MAINTENANCE GUIDELINE5. 1 ® 41 SH U5 f'1_AN7 1 NCj I TREE STA'K 1 NC-7 '-� NOTES: ALL PALM TREES ARE TO BE ROW 3 O O "BARE ROOT" AND MEET 2 THE MINIMUM BROWN TRUNK 5PECI1"ICATION AS z ROW 2 A INDICATED ON PLAN. I. 2" LAYER OF COMPACTED °C F to DECOMPOSED GRANITE- REFER �++ ROW I O O TO TREE PLAN FOR SPECIFICATION 2. TOP OF ROOTBALL TO BE Z IL I AT SAME ELEVATION AS N< < < DUG FROM FIELD. 5 fk 3. ROOT BALL 1. 3/8" STAINLESS STEEL EYE 5CREW IN O LEAD SHIELDS a 3 4. FINAL GRADE 2. 12 6A. GALVANIZED WIRE. SECURE VINE IL 4 TO WIRE WITH NURSERYMAN'S TAPE 5. NATIVE SAND BAGKFILL 3. FUTURE EYE 5CREW5 - 6. UNDE57IUR0ED NATIVE SUBGRADE ca 4. ANGLE BACK TRUNK OF VINE TO WALL �- 5 W co AND REMOVE STAKE, SECURE TO WIRE �I II I I I L _I= ao 5. MASONRY WALL = W NOTE: FOR 5 GALLON VINE, INSTALL ROWS I AND 2. I-III=I I^I I= I co o E INSTALL ROW5 12 AND 3. -' 0 FOR 15 GALLON VINE, LL � Z O ao TH15 DETAIL PERTAINS TO ALL FEN0E/MA5ONRY WALLS, 2 X DIAMETER LIJ W z NOT BUILDING WALL5. VINES AT BUILDING WALL5 TO OF ROOT BALL < m BE ATTACHED TO WOOD TRELLIS. z ALL PLANT INSTALLATION SHALL MEET THE Z 2 � ***ALL VINES TO BE STAKED*** CITY OF PALM DESERT'S CURRENT INSTALLATION Q m J 19N AND MAINTENANCE 6U I DEL I NES. Q a. m d .. 51 VINE ATTACHMENT 21 FA1. M FLANTIN& - 0 z 1 SOIL AMENDMENT NOTE 2 AT THE CONCLUSION OF ROUGH GRADIN6 AN AGRONOMIC SOILS ANALY515 SHALL W H M BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE J O 0 3 ARCHITECT AND THE G I TY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND U. APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE 501L AMENDMENTS Z RECOMMENDED BY THE 501L TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH W ORDINANCE 1551; PLANTS SHALL BE BAGKFILLED WITH LOCALLY PRODUCED W -III- COMP05T FORM COACHELLA VALLEY COMPOST FACILITY OR GAL BIOMAS. d. 4 COMPOST OTY. AS FOLLOW5: < - - W au I Eli I I- J =I �= I GALLON SHRUB I SHOVEL CO d 5 GALLON SHRUB 2 SHOVELS �- Z J UJ U. 15 GALLON SHRUB 3 SHOVELS W 11111010 -1 I I I I=I I =I I f=III- I I=III: 24 BOX TREE 4 SHOVELS O (3 p 36" BOX TREE < 5 SHOVELS oc W _j�t- c� -- 7 2 X DIAMETER NOTE; SHET DESIMIMON OF ROOT BALL TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND I. TREE OR 5HRUB - REFER TO PLAN FOR TYPE $ LOCATION SHALL NOT BE PLANTED, INSTALLED OR BUILT IN GVWD AND USER EASEMENTS PLANTING OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM DETAILS 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- REFER TO TREE PLANTING PLAN FOR 5PECIFIGATION. TOP OF ROOT BALL TO BE AT FINAL 6RADE. 5. FINAL GRADE D SMP 4. 100% NATIVE BAGKFILL DRAWN 5. PLAN PIT EXCAVATION These plans have been reviewed by the Coachella Valley Water District in $MP A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHEaw (5. ROOTBALL R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with $MP -i. UNDISTURBED NATIVE SUBGRADE the local governing agency(City or County)."Approval of this drawing by CV-WD DAB 8. EXISTING SLOPE staff does not constitute approval to encroach into district and USBR Rights-of--Way. 4/05/10 0 / S r 10 Trees,plants,walls,and permanent structure of any kind tray not be planted or )OB NO. ALL PLANT INSTALLATION SHALL MEET THE installed in CVWD and USBR easements or ' lit-of-way without first obtaining an 114656 CITY OF PALM DESERTS CURRENT INSTALLATION achment permit from CVWD. CAD FILE ncro AND MAINTENANCE GUIDELINE5. 0 DATE W R MANAGEMENT SL-PER OR SHEET NUMBER CVWD PLAN# DE LOPMEiv'I ` IE SLTER`ZSORL�19 1 FLANTI NO ON SLOFE OF 20 L39024 .ce J L l tJ I. GENERAL SITE PLANNING II. GENERAL NOTES AT THE CONCLUSION OF ROUGH GRADING, 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 THOSE SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE I. After all installation operations have been completed, remove all SPECIALIST. 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 s PARTNM WG paved areas, including walks and patios, upon completion of all work. trrvSCAK AROVECTS 34M COAST H CHWAY,SUITE 2W 2. Install irrigation. � CA FOP F MA 9xa, 3. A State of California Licensed pest control applicator shall apply systemic B. Maintenance weed killer to all proposed planting areas per manufacturer's specifications. �p,NDscgp I. The Contractor shall maintain during installation a sufficient number of eF,o MWU workers and adequate equipment to perform the work herein specified. � ti0 �y all maintenance work shall meet or exceed the the City of Palm Desert's W "Low water ordinance"; and follow the maintenance schedule 4 guidelines -� established in the City of Palm Desert's "Desert Flora" 7-31-12 B. Soil Preparation 4 Finish Grading Maintenance Guide, current edition. # Rwwmd a-e-+o ode .P i. Rough grade: Site to be received by Landscape Contractor to within OF CAUF 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 to consist of grading, raking and hand work will be maintained for a period of ninety (qO) calendar days or as long necessary to achieve desired contour and flow line patterns, based as is necessary to establish thriving trees, vines 8 shrubs. These drawings and/or t1le upon Civil Engineer's plans, resulting in evenly finished surfaces free of accompanying spec,fications debris and litter. are the exclusive property o 3. Keep all areas weed-free, adequately watered, and neat Forsum/Summers & Vurp-y, fnc. and their use anc publi- 3. Shape mounds as shown on the tree planting plans. for the ninety MO) day period. Remove ail debris from site and keep cation shot; be restricted to the the entire site broom-clean. original site for whic?, 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 analysis. 4. Damage to any planted area shall be repaired immediately. Depressions method, in wha;e or part, s caused by vehicles or foot traffic shall be filled with topsoil, leveled prohibited except by *rate-- Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate Summers gophers, moles and repair damage. Derm,s rs from -prsum Su & Murp^y, Inc.. smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. I" below walk/top of curb. Remove from the site all stones over 2" in size. 4. Top dress all shrub areas with a 2" layer 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 6. 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. 0 Plant substitutions are not permitted. Any modification or substitution `A to these plans shall be approved by the City of Palm Desert prior to execution. 201 W C. Guarantee Stake only those trees needed as detailed on Planting Detail Sheet. G All plant installations shall be guaranteed to live and grow to a period of ninety (q0) days after installation and acceptance by the Owner. 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 1. 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 W ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. LANDSCAPE ARCHITECT W I TH PHOT06RAPH5 AND SPECIFICATIONS O OF MATERIAL RECOMMENDED TO BE PURCHASED BY e THE 2. Observation visits are, suggested for the followin w g parts of the ork: to CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR = W SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning prior to planting. Q � U 5HRU55 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. When trees are spotted for planting, but before planting holes are O 0) Z 1 RESERVES THE R16HT TO REJECT MATERIAL DELIVERY TO THE 51TE excavated. Z O ap NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE W W Z a APPROVED PHOTOGRAPHS. c. Written acceptance of the project to release the Contractor from o �: < 4D further maintenance shall occur after Final Observation with the Owner Z O to RE6ARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER or his representative at the end of the maintenance period. O N APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR 0 a 0 a 3 RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. E. Verification of Dimensions 1. All scaled dimensions are approximate. Before proceeding with any work, 0) the Contractor shall carefully check and verify all dimensions and Z E. Plant Deliveries quantities, and shall immediately notify the Landscape Architect of any g discrepancy between the drawings and/or specifications and actual >,IL :5 I. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in any area where there is such a Imp Z Architect. The contractor shall provide minimum 12 hour advance notice of discrepancy until approval for some has been given by the Landscape LU Architect ample time to also Architect. W. J 0 U. plant deliveries permitting Landscapep notify the City of Palm Desert landscape inspector of plant delivery dates and go V times. F. Utilities WZ Y S 2. The landscape contractor is obligated to insure plants loaded on delivery 1. The Contractor shall be responsible for verifying the location of all H W trucks prior to site delivery are those plants previously approved by the underground utility lines prior to any construction, so that proper a. o Landscape Architect and the City of Palm Desert Landscape Inspector. precautions may be taken not to damage such lines and plant locations, ou r qC n promptly notify the Landscape Architect who will arrange for relocations t 3. 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 Z W U. meet the minimum specifications established though the photograph and Contractor the responsibility for, at his own expense, making any and all . W G�O specification submittal process shall not be loaded and delivered to the repairs for damages resulting from his work. 0 IOO job site. J v 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR QUALIFICATION NOTE: SHEET DESCRIPTION replaced. Damage is defined and may include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-5 PLANTING and the City of Palm Desert Landscape inspector reserve the right to ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2q SPECIFICATIONS reject any 4 all plant material. DERGNEID SMP WN These plans have been reviewed by the Coachella Valley Water District in DRA SMP F. Plant Storage p, T E R accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section CHEaw 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP the local governing agency(City or County)."Approval of this drawing by CVVVD I. Prior to plant deliveries,iveries the contractor sha I I establish a staging area staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE p � g 9 �p � �'� 4/05/10 . where deliveries are to be received. This staging area shall be adjacent o s T ` c Trees,plants,walls,and permanent structure of any kind may not be planted or NaJOB to the installation area however away from heavy construction and t installed in CVWD and USBR easements or ri t-of-way without first obtaining an 114656 equipment that may cause damage. 3 ,ncroachmentpermitfromCVWD. CAD F E �� rrvv�l . elNe� 1 2. The contractor shall provide manpower as needed to adequately maintain DATE WAARMANAGEMENTSUPER SOR 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# DEfELOPMENTXRVIE SUPER Lm20 FLANT I I SO SFEC I F l rAT I ONS OF 20 SHETS L39025 n �