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Home My WebLink About75 WILLOW RIDGE-WESTIN DESERT WILLOW (BLDG 15 T. 35426) ��\ IDE CMG WESTIN DESERT WILLOW �4 BUILDING # 1 9 DATE; PROJECT TRACT # 35426 -� PALM DESERT , CALIFORNIA � Age 0� ° � LANDSCAPE ARCHITECTS , INCe 73061 EL PASEO , SUITE 210 PALM DESERT , CA ( 760 ) 568 - 3624 FAX ( 760 ) 773 - 5615 E - MAIL : rga@rga - pd . com INDEX : WATER CONSERVATION STATEMENT : PREPARED FOR : OVERALL PROJECT KEY MAP L-0 . 00 Landscape Documentation Pali Checklist MELZER , DECKERT & RUDER ARCHITECTS , VISTANA WESTIN DESERT WILLOW BLDG 15 INC . CONSTRUCTION PLAN L- 1 . 00 THRU L- 1602 Tract or Parcel Number Tract #35426 8801 Vistana Center Dr . Ste 140 9511 IRVINE CENTER DRIVE Orlando , FI 32821 CONSTRUCTION DETAILS L-2 . 00 Assessor's Parcel Number (APN) IRVINE , CA 92618 Orlando , FI 3 IRRIGATION PLAN L-3 . 00 THRU L-3 . 02 Project Location Palm Desert, CA 949 . 474 . 8188 Landscape Architect I Irrigation Designer / Contractor Ne IRRIGATION DETAILS L-4 . 00 RGA Landscape Architects , 73061 El Paseo, Ste 210, Palm Desert, Ca, PLANTING PLAN L-5 . 00 THRU L- 5 . 02 CVWD NOTE : PLANTING DETAILS L- 6 . 00 Included in this Landscape Documentation Package are : NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD LIGHTING PHOTOMETRIC PLAN L- & 01 X 1 Water Ef4dent Landscape Worksheet WILL NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT OF ANY SURFACE WATER BUDGET CALCULATIONS IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE , CITY OF PALM DESERT MAINTENANCE AND L- 7 . 00 X 2 Maximum Applied Water Allowance. (MAWA): LANDSCAPING , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED INSPECTION SCHEDULE - Conwntional 333. 57100 cubic feet per year IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT Recreational Turf grass Landscape: 0 100 cubic fee[ per year ater LIGHTING PLANS L-8 . 00 Maximum Water Use by 33357100 cubic feet per year THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION X 3. Estimated Total Water Use by Hydrozone Very Low Plant Hyd�ozo° es 140, 05100 able feet Per year TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE Moderate Hick Plant Hydrozones 0 100 cubic fee[ per year Plant Hydrozones: 61 . 70100 cubic feet per year High IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A WATER AUDIT OF THE : Turf grass Hydrozones : 0 100 cubic feet per year Recreational Turf grass Hydrozones: 0100 cubic feet per year SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT . THE LANDSCAPE Annual Color 0 100 cubic feet per year Water Features : 4100 cubic feet per year ARCHITECT MUST BE CONTACTED , AS PER THE SPECS , ONCE THE CITY DEPARTMENT DESERT Estimated Toa Wee Use (E AU) 201 .,4 Doeabl feetperyear INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER X 4. EfWU < MAWA COMMUNITY DEVELOPMENT AUDIT . APPROVED BY: PLAN SETS ❑ C.CRES. NO TAFCTIONFR REVISIONS ❑ P.C. RE5. �0.� pqC ACTION FORM X 5. Landscape Design Plan BY �� ,3 — � " 17 1 1 CVWD PLAN CHECK # 1 DR 10/ 13/ 16 a1e X 6. Irrigation Design Plan 2 CITY PLAN CHECK REVISION TM 10 21 16 z CONSTRUCTION SHALL COMMENCE WITHIN 3 CVWD PLAN CHECK #2 DR 11 /22/ 16 FTH ONE VEAR O HE APPROVAL 7. Grading Design Plan 4 CVWD PLAN CHECK #3 DR 1 /9 / l Q 8. Soil Management Report J VICINITY MAP • agree to comply with the requirements the ware efficient landscape ordinance and submit a ID PROJECT INFORMATION complete Landscape Document Package. Date: 11 /2112016 Applicant. Jim Shrope WEST HALF OF SECTION 4, TOWNSHIP 5 SOUTH , RANGE 6 CVWD ENGINEERING APPROVAL EAST, SANBERNARDINOBASE STANDARD SYMBOLS AND ABBREVIATIONS PROJ . NO . : 1628 �_ MERIDIAN DATE : 9 / 1 / 16 GERALD FORD DR . l0F7 LLJ SPECIFICATIONS (n Ui LIMIT OF WORK HDR HEADER BOARD Lu Q ALIGN ALIGN ACCORDINGLY SHEET ❑ BOOK 0 Q a SHEET MATCHLINE TYP TYPICAL O PA PLANTING AREA Z Of O j MOUNDING ( NOT TO EXCEED 3: 1 ) CENTER LINE + 1 211 HIGH POINT OF MOUND ( IN INCHES ) R PROPERTY LINE LU R RADIUS w FRANY. SINATRADR . FRANK SINATRA DR . O KEYNOTE, SEE MASTER LIST OF SHEET Q Q AL RISERS Underground Service Aler00 RIDGE t CVWD LANDSCAPE APPROVAL N SITE DETAIL NUMBER WSL WATER SURFACE LEVEL MIN MINIMUM These plans have been reviewed by the CaacY silo Volley Wdier WILLOW SHEET NUMBER N S District in accordance with California Govemmri et Code, Section j O ,� COL COLUMN = Call: IOLE FREE y < 65591 et seq . requiring efficient landscape and Irrigation design in w o O A EXPANSION JOINT HP HEIGHT POINT AT E R w 3 O LP LOW POINT Vt cooperation with 1he local goveming agency ( City or County) . C w O p SCORE JOINT DIA DIAMETER 81 1 Approval of this drawing by CVWD staff does not constitute approval Q O w `cW CONT CONTINUOUS iP.� �r Oy t to encroach Into district and USER Rights-ahWay. Trees, plans, walls, a �� w POINT OF BIGINNING FOR DIMENSIONING HT HEIGHT Vj t 0� S r R 1C and permanent of any kind may not be planted or installed Z z MARKET PL. DR F Q SIM SIMILAR TWO WORKING DAYS BEFORE YOU DIG O F CA��F In CVWD C]nd U$8R 605LIY1e11f5 or YI111.0}•Wtly WilttOul titSl Obtaining f O WILLOW RIDGE M DIRECTION OF SLOPE. % MIN . ON HARDSCAPE ' ` ' ` ® O .0 ON CENTER an encroachment permit from CVWD. v v O DG DECOMPOSED GRANITE ELEVATION DETAIL TW TOP OF WALL 2-Li a LLJ LLI ( AS MEASURED FROM THE ilafe WATG MANAGEMENI EP NT � � COUNTRY CLUB DRIVEA ADJACENT FINISH GRADE) THESE DRAWINGS AND SPECIFICAl1ONS ARE COPYRIGHTED BY RGA, INC. L 354 �1•, O O NORTH FOR USE ONTiIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY VVii WITHOUT THE EXPRESSED WRITEN CONSENT OF RGA, INC. ©16 ^ , LANDSCAPE ARCH . CVWD Plant EV OPMENT 1 . ''S DEPARTMENT L L LL ■ „+ \ �. me _ ,; � /��/ / / � \ Y/, / � \ / DIN " If / / / ■ / " `� �` CVWD. OME TI 3 / / LANDSCAPE ARCHITECTS , INC . ■ ` / ` / W,4TfR \ / / z 73061 EL PASEO, SUITE 210 PALM ■ TA 1 / / / SEME DOCK / / 7 � DESERT, CA 92260 � � � / # 20 39 ^ / /\ LOT LINE � - ( 760) 568-3624 J ■ Q — — / 8 //2008 ,/� / -' I ( 760) 773-5615 FAX IF ■ BU IN y O . R / / / � s 1 I ✓ / E-MAIL: rga@rga-pd . com `I\ E MAI LIMIT OF WORK. . ..... �................ ... . w IF w _ BUILDING #15 PA 1s / 15 v L . . . . . ,i. .� 1 IF PA \� z • / � �J :. \ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � LOT LINE IF \ \ /\ Z I PA / � / \ / vi � Q KEY MAP � .' - IF 1s IF y SEE L-0.00 FOR OVERALL PROJECT KEY MAP _, / D F / \\ � ` � / / ? � Q W / 'A* I jr f % A � ` IF . CVWD DOMESTIC WATER & SEWER \ 6 — W Z W 6 ESMT PER DOC . NO . 2008 - 03330317 IF IF � � _ REC . 06 /18 /2008 , O . R . � 6i / L T LIN / y` / � F4R17 ' t — / / 1 16 / / / � / / , � \ / . . / / ' /i� j _ If 12 DOMESTIC WATER Imo ` 15 � Q Q/ r"/ DRAWINGRNDV 3D7460 / / / \ / I O . 1 ' , M1 7 i .... IF ' . : . . . < ' F L tttt IF IF IF.F :. . \ r - F- IF / O / PIF / PA - V) / / / / W If If IF / 6 6 BUILDING 1pp y , \ W / a . 16 / ' I / KEYNOTES : / � ' / ► . � v"^IF If IF "'IFF 8 \\ IF / V, o O LIMIT OF WORK 16 \ - / - / / \ ` /' � / • � � 15 . / LANDSCAPE ARCHITECT: O GOLF COURSE TRANSITION ZONE . i. / / \ O BBQ STATION SEE DETAILS ( D ) & ( E) SHEET L-2 . 00 , CENTER ON DRIVE UNLESS OTHERWISE NOTED . �G J / /: � ' f IF �proecq� sO 6" CONCRETE WALKWAY w/ INTEGRAL COLOR # 677 KAHLUA . MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF 16 IF IF TRAVEL , ( LOCATE PER CIVIL) w/ 6' x C GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH EXISTING PHASES . ' 1a . 1s / / / � z RE- INFORCEMENT BY CIVIL . IF IF / OREFER TO CIVIL PLAN FOR CHANNEL DRAIN . TYP \ / /0444� o F ° ( ) /I \ � / / v / C FCAI O IF LIGHT FIXTURE , SEE SHEETS L-5 .00- L . 501 FOR LOCATION AND LEGEND, SHEET L-2 . 01 DETAIL ( F) AND SHEET L-8 .00 LIGHTING DETAILS ' "11 /� � , � s TRASH RECEPTACLE SEE DETAIL C SHEET L-2 . 03 . SET ON DECK . '7r / � FIFF �� \" ' CVW ( ) T � ESQMOM 19FIFFFIFFIFFIFF . _� / / ti / Rr SPECIFICATIONS MATCH ADJACENT WALKS . N /A � w , 1 _ / A<v , 'FIFFIF s , / ` 'I SHEET ❑ BOOK 1 ��, S ' ,, ` \ PROJECT MANAGER : TM 15 i/ IF IF ; //' / / ` IF 1 r / � ` � / / PA / DRAWN : CC ' \ IF ' / PAINT FINISH . ( TO MATCH PHASE 1 ) 15IF / / � ' ` ` �/ z CHECKED : TM 1s 3- 1 /2" CONCRETE PATH , w/ INTEGRAL COLOR # 641 DAVIS - YOSEMITE BROWN . MEDIUM BROOM FINISH TO RUN O / 1 16 / )Ctv 6 PROJ . N0 . 1628 PERPENDICULAR TO PATH OF TRAVEL , W / PERPENDICULAR TOOLED JOINTS @ 6' O . C . (TYP ) . MICRO-FIBER REINFORCEMENT BY � F / DATE: 9/ 1 / 16 CIVIL ( TYP . ) SEE DETAIL ( A) SHEET L-2 . 01 FOR SCORE/ EXPANSION JOINT DETAILS . \ �/ 1s ALIGN HARDSCAPE WITH BUILDING . SCALE: 1 "= 10'-0" REVISIONS : INIT . 1 � � / IF 1 CVWD PLAN CK. # 1 / / 0 10/ 13/ 16 DR 1 / %� \ �! � CITY PLAN CK. 1FIXRIFF1XLX / `/ � REVISION 10/21 / 16 TM SEE DETAIL- B / L-2 . 00 . � CVWD PLAN CK . # �22/ 16 DR zo SPECIFICATION BY CIVIL ENGINEER . / 0 CVWD PLAN CK . # 3 z1 DRAINAGE PER CIVIL . � � ® 1 /9/ 17 DR z2 FLOW WELL , SEE CIVIL DRAWINGS FOR DETAILS , SEE SHEET L-1.02 FOR GENERAL CONSTRUCTION NOTES. za CONDENSATE WELL . SEE MECHANICAL DRAWINGS FOR DETAILS . - za PAINTED LETTERING PER CIVIL ( TYP ) N /A CVWD NOTE : zs CMU RETAINING WALL , 3/4" CEMENT PLASTER TO MATCH BUILDINGS , SEE DETAIL ( B ) SHEET L-2 . 00 NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR , , SHEET NO : EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR NORTH REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB , SCALE : 1 " = 10 ' -011 L _ 1 00 GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED GRAPHIC SCALE IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT �r 30' 20' 10, 5' 0 Al Me of a Am 6 00 �J ; . I I \ . y, So � : �; };'�'✓ t "`�_ ■ LANDSCAPE ARCHITECTS , INC . I •• . K : ` , � • -. ■2 ,, % 73061 EL PASEO , SUITE 210 PALM . . . = •` am 7 ■ DESERT, CA 92260 ' • 16 ..a or" ■ Q ( 760 ) 568-3624 , '. . ■ IL ( 760 ) 773-5615 FAX I \ \ \ \ \ LOT LINE ,� •'' , • ' •, • 'w ' .� ` 15 : / O * 4 E-MAIL : rga@rga-pd . com Man of 4Nm no \ z 15 � % �. ' . h looms #15 \ ANI oilc� o No so ON me A ��ol ` � IL NC \ \ .q• LIMIT OF WORKmmmmqwmmwmmmmmmg \ a AN a NkI on as in AN M • on / a am a am No ban on IL m< \ ,ON / / / / / . �. 12 DOMESTIC WATER 15 / /\ v\ \ j'\ ;, KEY MAP \ � • a / / PA / .. S MAIN PER CVWD / 16 � \ / \ \ R �i' — sIN z / DRAWING NO . 37460 I, I I •' / / / / / � , • • % / � \ � � �, SEE L- 0.00 FOR OVERALL PROJECT KEY MAP O � 23 , •. n• • .• lb 0%08 \ol /� VLU . 't. , , . • /\ CVWD Du . Cn P' / / ' \ \ P €IIdE III A. U LLJ z W / NN, 0• / / rNe �,is \ J / / �G 'mot - 15 / i \ � / / \ \ \ 06 / / 20 �1 �. , Q Q HAS an sh a All \ / a .r0:a 8 pop / •.t• ~ • S . • : \ %i � T � Jay \ �� , \It \ 7' \ � St6+'� / \ 6 ��/� ir / / / / j / •}� / �, i \ \ \ \ / 7/ \ \ / �/ / I �/ J %/Fe // BUILDING 15 PA � l \ ' \ N / \ � LU 6 / \ / PA / �\\ S� � � / 6 15 Al IN 80 , we LU NO NN @IVAN i / \\� \�'ja SEA y; A : :�6 in . :• ; tmoo 0 / \ LANDSCAPE ARCHITECT : / I I II / II < . •�a to / / I/ � \ '7 6 . \% / \ � \ ' YM •-• •gym•• / , : lr : S �'� ',, • • .{/ / q � \ 1 1 8 lO17502 t '� 0 am Mile NA no 1% be gam * a sea 0 a No as A !! \\ I IN N'N MAN 0 ANAll p Al I I A al NN \ al \ N I � i \ \ rp vv v '\ / �� ' v / v / / I v — — S A A` IN \ i / � ' \ \ / \ q — 9 - - - J 6 / PA \ -j• 15 .:.� \ \ / \ / / V \ _ - - - - - � � , i / l _ - SPECIFICATIONS NN \ a seaL� w< <: . � • x ! / _ - - - - - - _ ' - - _ / / SHEET El BOOK HE — me 0 as AN P Sao ti f• ' : ll ti •,•00 \ ", _ — _ _ — — ' -- PROJECT MANAGER : TM ,L 1 : • . bea ., . + ,t,.a : ; ta an '.1t•.. � ' • , r . • ,l ' ' •• t •' ��JN' • \ /ram • • l • • Mae — — — Q��/I j/ r • • • y • _. «. . . • . . .• . • 1. ? a \i — _ � DRAWN : CC _ LOT LINE - - - --- - - - - -- - - -- - - - - - - - o� � - - - - ' - ----- -_ z - LDT LINE s z s " J CHECKED ' TM \ \ 2250 I 1 \ � _ - - - MEJMNJ - _ N \.�IMR OF VIIORK __ , - - - - ; % - � � DATE : 9/ 1 / 16 KEYNOTES : TQA,gW EAITLnsIIQr.I"V CRrr=r Aires e�+1 ;�-I �; �,e�ie , rill I ICU T�h,A A T"AH €; I.! TIKId , ICI [ A KEYNOTES : r CVWD NOTE : SCALE : 111= 10'-0" NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR INIT , — • ••E f2B�ft �$1-�'d� PAINT FINISH . TO MATCH PHASE 1 EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR REVISIONS : EBft Po46�o�d ( ) REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT CVWD PLAN CK . # 1 zO LIMIT OF WORK 1e 3- 1 /2" CONCRETE PATH , w/ INTEGRAL COLOR # 641 DAVIS - YOSEMITE BROWN . MEDIUM BROOM FINISH TO RUN NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB , 1 10/ 13/ 16 DR PERPENDICULAR TO PATH OF TRAVEL . W/ PERPENDICULAR TOOLED JOINTS @ 6' O . C . (TYP ) MICRO—FIBER REINFORCEMENT BY GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED CITY PLAN CK, O GOLF COURSE TRANSITION ZONE . REVISION 10/21 / 16 TM CIVIL (TYP . ) SEE DETAIL ( A) SHEET L-2 . 01 FOR SCORE/ EXPANSION JOINT DETAILS . IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT CVWD PLAN CK, # 2 O BBQ STATION SEE DETAILS ( D ) & ( E ) SHEET L-2 .00 , CENTER ON DRIVE UNLESS OTHERWISE NOTED . �s ALIGN HARDSCAPE WITH BUILDING . 0 1 1 /22/ 16 DR CVWD PLAN CK. # 3 1 SEE SHEET L-1.02 FOR GENERAL CONSTRUCTION NOTES. ® 1 /9 / 17 DR Os 6" CONCRETE WALKWAY w/ INTEGRAL COLOR # 677 KAHLUA . MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . ( LOCATE PER CIVIL) w/ 6' x 6' GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH EXISTING PHASES , 1 PRE3+Ee+ IN A . - - RE- INFORCEMENT BY CIVIL , 1 O REFER TO CIVIL PLAN FOR CHANNEL DRAIN . (TYP ) SEE DETAIL- B / L-2 .00 . �- O z0 ® , s LIGHT FIXTURE , SEE SHEETS L-5 . 00- L . 501 FOR LOCATION AND LEGEND , SHEET L-2 .01 DETAIL ( F) AND SHEET L-8 .00 LIGHTING DETAILS , SPECIFICATION BY CIVIL ENGINEER . z1 DRAINAGE PER CIVIL . SHEET N0 : O TRASH RECEPTACLE SEE DETAIL ( C ) SHEET L-2 .03 . SET ON DECK . NORTH zz FLOW WELL , SEE CIVIL DRAWINGS FOR DETAILS . In 1 MATCH ADJACENT WALKS , N /A zs CONDENSATE WELL . SEE MECHANICAL DRAWINGS FOR DETAILS . SCALE : 1 " = 10 '-O" I _ 1 . O 1 O GRAPHIC SCALE — za PAINTED LETTERING PER CIVIL (TYP) N /A 1 zs CMU RETAINING WALL , 3/4" CEMENT PLASTER TO MATCH BUILDINGS , SEE DETAIL ( B ) SHEET L-2 . 00 30' 20' 10, 5" 0 CONCRETE FOOTING / FLATWORK KEYNOTES : LANDSCAPE ARCHITECTS , INC . STANDARD : �I?4epEFE-PA801�&Cft 2 . 81 . p �5" 73061 EL PASEO , SUITE 210 PALM - CONCRETE SHALL BE 2 , 500 PSI ( MIN . ) TYPE-2 PORTLAND CEMENT UNLESS OTHERWISE DIRECTED BY SOILS z0 LIMIT OF WORK DESERT, CA 92260 REPORT , PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2" FROM BOTH ENDS ( MIN ) . SEE PLAN FOR STEEL ( 760) 568-3624 SIZE , QUANTITY AND LOCATION , O GOLF COURSE TRANSITION ZONE . ( 760) 773-5615 FAX O CONCRETE IN HOT SOIL: BBQ STATION SEE DETAILS ( D ) & ( E) SHEET L-2 .00 , CENTER ON DRIVE UNLESS OTHERWISE NOTED . E-MAIL: rga@rga-pd . com -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL , DEFINED AS SOIL WITH A PH OF 7 OR HIGHER , WILL ie 5 7 t5EET'f°t+etbREsaif 7ReriiTEef j%ff ) ll /' CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS : TYPE 5 PORTLAND CEMENT s0 6" CONCRETE WALKWAY w/ INTEGRAL COLOR # 677 KAHLUA . MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF WITH A .35 WATER / CEMENT RATIO ; ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT) ; TRAVEL , ( LOCATE PER CIVIL) w/ 6 ' x C GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH EXISTING PHASES , SUPERPLASTICIZER ADMIXTURE ( 10- 18 FL . OZ . PER 100 LBS OF CEMENT ) UNLESS OTHERWISE DIRECTED BY SOILS RE- INFORCEMENT BY CIVIL , REPORT O REFER TO CIVIL PLAN FOR CHANNEL DRAIN . (TYP ) O CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 41500 PSI . THE a0 LIGHT FIXTURE , SEE SHEETS L-5 .00- L . 501 FOR LOCATION AND LEGEND, SHEET L-2 .01 DETAIL ( F) AND SHEET L-8 . 00 LIGHTING DETAILS , TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI-CALCIUM ALUMINATE . Z J s0 TRASH RECEPTACLE SEE DETAIL ( C ) SHEET L-2 . 03 , SET ON DECK. < J WATERPROOFING KEYNOTE ( RETAINING WALLS ) ' MATCH ADJACENT WALKS , N /A J I - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL , ER; ojgp ; Q U WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2" MIN , ABOVE GRADE . 1 Se'N6nGE�lr yMCE ,AT P € QlIAACTQ)!eF P,o,XIIKlr' Z 19 O Tr, � TI , Tl 0TR091ml 11196( C RC 99499 9994;A16 9 EE 6 2 ,9 , IP119 TQ AA � I¢I ! w '' nnQ:� * ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD (/) V � PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS . PAINT FINISH . (TO MATCH PHASE 1 ) U w Z Lu * INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS . 3- 1 /2" CONCRETE PATH , w/15 INTEGRAL PERPENDICULAR TO PATH OF RAVE . W/COLOR DAVIS PERR ENDICU AR ITE BROWN . MEDIUM TOOLED JOIN S @ 6' O C ( YP ) MIICRRO-FIBER REIINF Q REINFORCEMENT BY 5 * PARKING , ROAD LAYOUT, AND DRIVEWAYS BY OTHERS . CIVIL (TYP . ) SEE DETAIL ( A) SHEET L-2 .01 FOR SCORE/ EXPANSION JOINT DETAILS . J is ALIGN HARDSCAPE WITH BUILDING . (n Q * ACCESSIBILITY COMPLIANCE BY OTHERS . `= 1 R9 994I CVICTItJ (" ACDEIAI 1 I a / ie € eTRlPlhId P € -QN116 P61A �Igl 1Ij/ A! L * LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO O CONCRETE BEING POURED . � * ALL GRADING AND DRAINAGE DESIGN , INCLUDING ALL FLATWORK, BY CIVIL ENG . 1 SEE DETAIL- B / L-2 .00 . v V) o SCORE/TOOL JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN 20 SPECIFICATION BY CIVIL ENGINEER . w CONSULTATION WITH LANDSCAPE ARCHITECT . SCORE JOINTS SHALL BE PROVIDED zi DRAINAGE PER CIVIL , SO THAT NO MORE THAN 400 S . F . OF CONCRETE IS OPEN . zz FLOW WELL . SEE CIVIL DRAWINGS FOR DETAILS . Lu U Lu ♦ EXPANSION JOINTS - PROVIDE FELT EXPANSION JOINTS WITH JOINT SEALING zs CONDENSATE WELL, SEE MECHANICAL DRAWINGS FOR DETAILS . w O COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES N 0 OR COLUMNS OR WALLS . za PAINTED LETTERING PER CIVIL (TYP ) N /A - - - - IRRIGATION SLEEVING : TO ALL POT AND INTERIOR PLANTER LOCATIONS . SLEEVING zs CMU RETAINING WALL . 3/4" CEMENT PLASTER TO MATCH BUILDINGS . SEE DETAIL ( B ) SHEET L-2 .00 LANDSCAPE ARCHITECT : UNDER WALKWAY - SCHEDULE 40 PVC 1 \2" TIMES DIAMETER OF IRRIGATION PIPE . ( RECORD FIELD LOCATIONS ) , PA PLANTING AREA . 2 T . W . TOP OF WALL POB POINT OF BEGINNING �7rF oQa�Q 0 F CA'OF *STRUCTURAL DESIGN BY OTHERS . *THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISHES ONLY . SPECIFICATIONS * CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND SHEET El BOOK ■ IRRIGATION PLANS , PROJECT MANAGER : TM DRAWN : CC CHECKED : TM PROJ . N0 , 1628 DATE : 9/ 1 / 16 SCALE: N /A REVISIONS : INIT . � CVWD PLAN CK . # 1 1 10/ 13/ 16 DR CITY PLAN CK . OREVISION 10/21 / 16 TM � CVWD PLAN CK. # 2 3 11 /22/ 16 DR QCVWD PLAN CK. # 3 4 1 /9/ 17 DR 0- - Li SHEET NO : CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR I _ • O � REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT A , L NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED NORTH IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT TYPE 1 : 6 " TOE `f�p10 TYPE 2 : 6" HEEL c� ��? GENERAL NOTES : 1 ) ALL WORK SHALL CONFORM TO THE ADOPTED CODES AND ZONING REGULATIONS. _ p ise c� Ir c:r=_ �:Rx�L " FFH3OFt 2) CONCRETE BLOCK MASONRYSHALL COMPLY WITH THE FOLLOWING: 1 'LLT:a'L -oR _LWS �RALL U[Wim EEE -ALEFOIILEIEELCP .DE Aiiiiiinlialm . CONCRETE MASONRY SHALL CONFORM TOASTMC,90, GRADE mN. LANDSCAPE ARCHITECTS , INC . ix4 t=arz,•a .cr wc-rwSE ' f . — ra oFe, AT lur coOasE B. MORTAR: TYPEMOR.S. C , GROUT ALL CELLS. W, 2000PSLPORT LAND CEMENT GROUT, 73061 EL PAS EO, SUITE 210 PALM 3) THE ULTIMATE COMPRESSIVE STRENGTH REQUIRED FOR FOUNDATION CONCRETE SHALL BE 2500 PSI. DESERT, CA 92260 -tl•3 F:7FZ:J1.'leLLP.EB^.� :.T:;/;' C:•16:YTER �f4'15U6¢-^a 24" bf; CE`ltEP. ( 760) 568-3624 AD ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE ASTMA615.40AMD OVERLAP SPLICESSHALL ( 760) 773-5615 FAX Y BARS — . • 6 coach Eac1.. BE 40 BAR DIAMETERS MINIMUM. ALL REBAR HOOKS SHALL BE A MINIMUM OF 12 TIMES THE REBAR E-MAIL: rga@rga-pd .com DIAMETER ( 1 2bd) IN LENGTH. "H" f e-ca�cnerE ELxrc „ H Y-BARS 1/ 2 ' EXPANSION MATERIAL 2 ="I " ' - M" `s`" 5) PROVIDE RETAINING WALL DRAINAGE SYSTEM AS FOLLOWS: 3/4" RAD, TYP , 2a u : rx PROVIDE ICF/FT OF CLEAN COARSE GRAVEL WITH 40 DIAMETER PERFORATED PVC DRAINAGE PIPE WITH CONCRETE SLAB qa o =. aaz4" ^I+ " au oR—:'�azc^rn{ cE,�TEP 14 GRADIENT TODRA[C! •' OROMITHEADJOINTSWFIRSTCOURSE. aznEc 3 I.VI �3- t^"- 0 OPTIONAL: INSTALLATION OFA MOISTURE BARRIER ON THE FILL SIDE OF THE WALL WILL HELP TO 111 • s„ „H1 „ PREVENT MOISTURE FROM . PENETRATINGTHEVISiBLESIDEOFTHE WALL, RESULTING IN j : III -P> ,q ( iP AL''_-tl -SHE 1•ICYC�� 1 '° RI CrI': : DISCOLORATION. _ T uR4os L� �_ ?) THIS RETAINING WALL STANDARD IS NOT DESIGNED TO SUPPORT SURCHARGE LOADS FROM MOTOR ' 'For •• _ — VEHICLESOR OTHER STRUCTURES. i . - • ' .•o . gV • I IF f For v 16 'min 16"min x. STRUC ' .� . •'..• IT _ it 8) CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURSOVER 5 FEET IN HEIGHT. W HERE REQUIRED, mr _m m eARs (f� � z ' Mr _ _ lr � • Iz ' .r CLEANOUTS SHALL.BE PROVIDED IN THE BOTTOM COURSE AT EVERY VERTICAL BAR ANDSHALLBE J J In ZBARS SEALED AF'1 ER INSPECTION AND BEFORE GROUTING. aLJ x-BARS f J L_ c�; r.I .�K.. z-BARS "K" o ol.,a � REQUIRED INSPECTIONS: 1 ) FOOTING; E X P A N S I ❑ N J 111 N T ~12 W^ + yy ~i Z P EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE ANDSUPPORTED 3" ABGVE AND AWAY FROM THE w SURROUNDING EARTH/DIRT. ® ' ^ TYPE 1 : 611- TOE . : `� J -GRADE 1141 W ( EARS R4RS zEAR Z) REBAR/PREFGROUT AND DRAINAGE SYSTEM ; I H. - ';,x' lLt{DITIUN (NI ALL HEIGHT , tT BLU _ ftl (POUTING WIDTH) : (t{ EY CEP T . BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. AAA s 1 t s . 0 " 24 •• 69 " R4 @ 16 ^ 04 32 •• k4 a 1I1 " 36 •• DRAINAGE SYSTEM COMPLET E. CONCRETE SLAB sl, PiIIGGR •4DE 4t. V, 1, 6 '104' NIP. 4611 04 16 " 04 @ 161• 94 @ 12 " 251• ® �/ Ar TDP OF %VALL 3 r t a C " NIR 36'• tld 32 " 0d ® 32 " kd fa 32 " 16 " w (� 1/ 4 ' W x 3 / 4"D SAWCUT SCORE JDINT 3) FINAL: 1 a'xl u t 3 0•• NIR Is" tld $2" 04 32 " 14 32•' OFF GROUT IS PLACED AND BACKFILL COMPLETED PRIOR TO ANY DECORATIVE CAP PLACEMENT. V w /1 V b t 1 B 0 " 26" d6" tld (-0 24 " tld ® 32 " Ad 2d ' H " tr EL (FRAME d 1 ! 6 0 " NIR 36" tld 2411 14 24 " kd 24'• 7" w Z W T Tr r 0 ' w A LL 3 1" l0 4 - 0 " N!ft 24" R4 32 •- R4 32 44 32•• 6SETBACK FROM TOP OF' SLOPE' DESIGN PARAMETERS: AT TIV S ) - . ^ ' �. . C�� . .- . + . For- TYPE'i�C16" HEiEL x LEAST AS SHOWN LEVEL BACKFILL 30 .a .v v ^ . v ' mill . . . v . ., . v ,q. . • NtR E$LOIPIING PRESSURE F - 43 L P t 3 a wR 4 � 32' 04 � 32 04 � 3T ALL FOOTINGS ADJACENT TO SLOPES TORE AL- ® Q MAX) • - v � ; + �, + � .'„ � CLP pIT1UM lNl ALL HEIf" Hr) ( 127SLD31{), (FOOTING 'WIDTH ) •�`� fI EP,TH : ' TO DAYLIGHT Vol xL+ ,.P ., vRdgs EwtE@ ,,� PASSIVE SOIL BEARING 150 Fors - 1 " to n 6 24 " 34 " tld 161• 04 3z ' k4 0- 121 26 • WI COEFFICIENT OF FRICTION = 0.25 _I . . .� ^ . . .. • . :. ., . . . . . . . . V) 31LOPING GRADE d 1 ^ en6 0 ' NIR 29 " 0d ® 16" tld ® i6 " tld � t2- 22 " LLIIIU ALLOWABLESOIL BEARING .PRESSURE (PSF ) = 1500 W PTT P nP -'rvaLL 3 1 •' e" 4 0 " NIR 24•• 04 32 •• ad 32" R4 . 32•' 16 " —''''''I77 (NOINCREASESTAKENFORDEPTH ORWIDTHOF FOOTING) ^ PI4 IW—IW— . L W IvGlI. SLOPE /.� LL Qi .'I r4Ak ) UP to 3 -- 0 " NfR 16 " 04 3Z " R4 32 " p-0 3Z" B" I _ �. � 6 illto 6 0 " 24" 33" 94 24 •' 04 Q 32 " k4 0 24" i6 " E Y, C \ � / I I \J L 'eVEI GRADE 4 to 6 0 " NIR 26" M4 24 " R4 24 " 04 24 " 13 " I� S' MIN. SC ❑ RE J ❑ INT \ SA VV CVT / A TOPUF 'X LL l 4 NIR 20" Oq 32 " U 3Z " 04 32" 7" llp to 3 - 0 " NIR 201, Od @ 32 " 04 am 32 " kd 0 32" 1 min BOTTOM ' rN-, Na Hnuvr. _ D OF FOOTING 'SEE PAGE FOR:ADDITIONAL INFORMATION" VVE13YERR'1 RRIt3RsW9 COUNTY CODE UNIPOPIAM PROGRAM WEeI•ERN R7YERame COUN7V COOS UNIFORMnY PROGRAM ' ^ ♦ CITY OF PALM DESERT ' , CITY OF PALM L? ESERT '�✓ DISCLAIIIII N DISCLAIMER w ALTERNATE RETAINING WALL DESIGNS MAY II� BUILDING DEPARTMENT ALTERNATE RETAINING WALL DESIGNS MAY �ry I} BUILDING'., DEPARTMENT BE POSSIBLE 'WHEN PROVIDED WITH AN .7i y� y . BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS , USE OF THIS RETAINING WALLS ENGINEERED ANALYSIS, USE OF THIS r RETAINING WALLS \/ STANDARD DESIGN IS AT THE USER' S RISK STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED AND CARRIES NO IMPLIED OR INFERRED W 7351 O FRED WARIIJG DRIVE 7351 O FRED WARING DRIVE, J GUARANTEE AGAINST FAILURE OR DEFECTS . C7®O) 776'8420 GUARANTEE AGAINST FAILURE OR DEFECTS. (760) 77t36420 U PAL DESERT' CA 92200 P RID s lYr CA 9 60 FAX (760) 77"392 11 / 1 ?L'2D14 ACCM144w61wufFN[n'D.vso. PAGE 2OF2 I— W FAX (lfi0) 7713fi992 11J12V2,Old RCIa.•Nn4Nua.tPNLP7 PILE i OP2 L1J W O 2 � N 11 NTS LANDSCAPE ARCHITECT : EXPANSION & CONTROL JOINTS SCALE : 1 / 211 = 11 . 011 CMU RETAINING WALL DETAIL 0 F CA1.\F TYPE 10 LIGHT FIXTURE. SEE LIGHTING PLAN CENTER FIXTURE ON WALL, 028" BBQ. WHIRLPOOL KBSS361TSS SPECIFICATIONS BBQ. DCS #BG8368QARL SHEET ❑ BOOK j TILE TO BE HIMALAYA 12"1 12" TYPE 10 LIGHT FIXTURE x2. SEE BULLNOSE BY NPTG POOL TILE LIGHTING PLAN AND STONE 2 ' - 6 " PROJECT MANAGER : TM MANUFACTURER : (www.nptgonline. com ) CHANDLER TILE TO BE HIMALAYA 3" x 12" DRAWN : DR TILE TO BE HIMALAYA 3"x 12" BULLNOSE ( ON BOTTOM) BY BULLNOSE. NPTG POOL TILE AND STONE PROVIDE MODEL: o o CHECKED : TM CHANDLER CHIT _ (www. nptgonline. COM ) WATERPROOFING PROJ , NO , 1628 COLOR : j 30 TILE TO BE HIMALAYA 12"x 12 ' 8" CMU STRUCTURE, GROUT AT RETAINING 806 SAND BEIG j ® ® ® ® ® Q ® ® CUT TO FIT" SOLID WITH #3 REBAR 24" CONDITIONS FINISH : / e e CONTRACTOR. BY SIGN s uccoD oWMATCH — DATE: 9/ 1 / 16 LIGHT SAND ARCHITECTURE• —LII=11H11=1 -1�1�II � 11' SCALE: PER DETAIL / �=III=�- r7 SEE PLAN FOR MATERIAL III—I H H h III—I I �I STUCCO TO MATCH nTI=) I �—� ill-1f1=II1=iB INIT , ARCHITECTURE. I -1TI=111�1-III=11 REVISIONS : ' = -11 =1 1= IJ�iI1=I ' CVWD PLAN CK. # 1 . . O ' EXPANSION JOINT. ? ' ' ' `e =�-1 -III-III- 10/ 13/ 16 DR Not CITY PLAN CK. WEEP HOLES FOR DR E, CONCRETE FOOTING. "' ' ' • Q2 REVISION 10/21 / 16 TM TRASH RECEPTACLE DDORS. WHIRLPOOL .A. 4—#3 REBAR CONT. KBAU362TS5 #3 REBAR 18" O.C. HORIZ. 63RIt QCVWD PLAN CK. #2 3 11 /22/ 16 DR NOTES : PLUMB GAS LINE FOR B8Q. CVWD PLAN CK . # 3 1 . INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S NOTE: REFERENCE CITY OF PALM DESERT STANDARD SHUT OFF VALVE BY 2. DO NOT SCALE DRAWINGS. RETAINING WALL DETAIL FOR ADDITIONAL WALL CONTRACTOR . ® 1 /9 / 17 DR 3, CONTACT MANUFACTURER FOR CUSTOM SIZES, CONSTRUCTION INFORMATION. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT ww, �- - - REFERENCE NUMBER 600- 015g. ***STRUCTURAL DESIGN OF WALL AND FOOTING, IF REQUIRED, WILL BE BBQ SECTION �- PROVIDED BY A CA LICENSED STRUCTURAL ENGINEER , AND IS NOT A PART OF THESE DOCUMENT*** /� - - E SHEET NO : L - 2 . 00 C ASH URN & TRASH RECEPTACLE SCALE : 1 / 211 = 11 _011 D BBQ ELEVATION DETAIL SCALE : 1 / 2 11 11 .011E BBQ SECTION SCALE : 1 / 211 = 11 _011 FESS'!q Y,FFF Consult!na Enalnecr;, Inc Protect Title: u 1 .rm nr, del FL7 r) S its 1060 Engineer Froled ID : San Diagal CA WlOS P1 oleo Deaf. OZA fPlaly.�21 , 95 ul 1§S21 .g591 LEHM ePHL Vptt rcm Westin Desert Willow No. s�ao� r r , � <; n ! Ex A/61/1Q+ ' i( Pole Footing Embedded In Soil a = Pulersrwla nc e L _ w o nE pF IOw pi c r �s ,* + EI`lER FLG IFY:. 156321)14 E,31d:61897 Jer.u. 1@'o.7 �4 R TV �% Description nh a c1r7o Calculations for Site Work - mot 1 !4.= LANDSCAPE ARCHITECTS , INC . (;n eReFerences 73061 EL PASEO , SUITE 210 PALM Calculations per IBC 2009 1807.3. CBC 2010 . ASCE 7-10 DESERT, CA 92260 Job : %gestin Desert N/illow , Phase 4 - Job Nn , 1600414 Load Combinations Used : ASCE 7-10 general hvidarJatlop ( 760) 568-3624 ICH— Pit F P - R PoleFoOr Shape Circular ( 760) 773-5615 FAX Address : Palm Desert, California _ANN%ICSCAP _, lute); g " P PaisPoetingDiame?er . . , . . . . 2di} in,. E-MAIL : rga@rga-pd . com - — IJ AHO'VF Imealculate blip Depfh for nilruable Pres=ures Atop= 2-sf ( These calculations apply to the job at this address only) � FADC _ do Lateral r:Pa:r iot a; ; ound su aoc `I Flllovv Fassr(e --� Max FaMive . . . . . . . . . . . . . . . . . 1 .5uui1 Fsf Client: blelzer Deckert & Ruder , Architects , Inc. Wind = 26- psf ''. Caruolling Values 3; Index to Calculations PI F H )O111'dC : ove,nin3 Load Cornbiirtisn . rGN) 3CNii+ III 21 G r^,P.4IVIII _ _ _ Larsral Load L Incf5 V, _ INC. Wiliam, 1 20 tat NI .Dowd 0D H = Item : Sheet: - I I 1 C . �� ,.i cP1 -�,L t^ ( PI hH 1 . d ' : rc CIVPi e 4CJ' 2 ECT� A IE3 AT & B rl Pre s r ^ at113Deplh p 14 , ty O Light Polc Foundation Dclail SSK=01 - ILI 19 t 4 psf N hlal lill . .vableIN _rm VIV III 9a ,a, ' Pe.f - t a 1 _ a IB) l I II 7II In J Light Polc Foundation Calculations I—I I I Use 24 ' Uiam . w?dhdmum Rcrulni ( inti 3. ) embed d 1 Faoinq Ease Area 3 ' 429`2 II—, 11 Fllnu!l Sol F!es5we l.0 Y;i w3: < rr`n IGHT P 0I E 6' I`. FR %' Q E6 VI III ) 1 ; - - ° y An lied Loads H LO Z _ivlGLGIvI ❑`JT - - - - - -+ IalN nl ( ni :wu Vr Ll , :dl Flo Al r)I ; 1IUUIfs ta1 l l 11% ,kll) Ile? r' ,Il oad (k) r `J x�: pFES5!` - - . i ' R -, D '. Dead Load OC V. ] 0 0 .0 0 k1ll D.Ok 7 µvl- � •-- - - _ LI : Cn Live 0.0 k o u 0.0 U u loft 0 k tI ERIC (801 4 { `JLP. I . (. s . onoev 0k 0.0 oo ,.etvn OILK No CIr LJJ L' LEHMK L ` ` EIL'i SP.%NJC v And uds?u r c.uu e o.c a c Lot e.o ). ` /1 No, w C FFhquake cnf: JO a co wn 00k v ' * _ l n t lrr ,! eah cf e a eEx 118 ¢ UJ z UJ Lcaadlsla ce above KIP Load ar,ovegiound curlaw I • Q p, - - ;+ gresids.ariare 1.: 5U II 5C 10 00 n U o n?q rRU k qL SNP. BID70M of Load abnva 9ro Id surface - •� OF Cp, VF J, 0 0 .0 U.0 t1 5 Load Combination Results L 08131 /2016 0 -' ___I � Farws b1 C-round Surface Requited Fresswe:z 11J Gep �n Sell I714fGaoe Load Load M' llomenl - fr-k) De ll, ) ktual psf) Allow (Fat) Fa, tor ' ^ ` LIGHT POLE FOOTING ' ' ( p I, F— Q I 2 J lnntiW r1. in i -,p�l , r,D 1962. 1954 10 1 ^ W \ LL i'•1 � ':� cC e - nOD WkArIAD Wl4 U_ ! 10 1020 2, r.1 1952 1Ea .. _ 7� 7 L.1_ d LLILight Pale Footin FEF `" { " E: 0` ��/) 10 lqjffWestin Desert Willow Villas, 8.31 .2016 AS SHOWN v w 0 Phase IVA Site Work �':- ICI Gn Med lU NoM, &1W IWO Sn o:� axene re,m c c �( q { 81� � B�° r" a' � Palm Desert California V V f\—O August 2016 a,a• ..w.4n.mm rwal.an,emna , J U F Lu w O _ Qc� V) d _-P met 1vv b CW sheet no, LANDSCAPE ARCHITECT : ., ;if I1T(I ECij!n P4 N� L r:� 3I t ICCation L . date ? �� Stilt Camino Del Rio fdmrh, Suite 1980 San Diego , CA 92106 client job no. (619) 52f -3500 Fax (619) 521 -3597 � l I7`titP = C�,r�vaSbK� l�� t /V' � � of CAI�F � c � P G S PC,; k &OF5 Z`t� 3 } 1) SPECIFICATIONS (moo AIl1S) SHEET ❑ BOOK il4d = 0AN5 (r6btc 2606 --1 manta) PROJECT MANAGER : TM C TGb �c DRAWN : DR CHECKED : TM M 0, gs � �P PROJ . N0 . 1628 CN � ' 2 C2int, 5 ' ' Rwu��, DATE : 9/ 1 / 16 SCALE : PER DETAIL f' Z G Q9 �-' (Code. t eve 1) psR L� gyp) REVISIONS : INIT . CVWD PLAN CK . # 1 10/ 13/ 16 DR CITY PLAN CK . 1 REVISION 10/21 / 16 TM ,n/' tycl tea . CVWD PLAN CK. # 2 0 Lt 11 /22/ 16 DR � � 1 " L rf 5 � z � - � 0 CVWD PLAN CK. # 3 Crterc< le 11fL (4 , 1q . 5r 7fG /� "�- -- SHEET N0 : 2 . 01 FI LIGHT POLL FOOTING DETAIL AND SPECIFICATIONS / I ION CONT ■ a, �� ■ ■ / '� \ .EXISTING LINE AND \ ' ■ 5 - / \ goof / / CON WIRES �N FIELDI ` T / � /g NEW WAINUNE / / / / / \ / TROLL /WIR�TO XIST EE / BLDG 1 ■ 6 0l ` ' �— W fi �R � OMD S I ER \ CONsTRU [ON PL / ` Ge ■ * J �� ` � \ / / SEME R' D00. / ` 30 13 , \ / \ > / I` I "� ' LANDSCAPE ARCHITECTS , INC . ■ p / / �� y / / 8 // 2008 , /� �. \ I I ; 'I 73061 EL PASEO , SUITE 210 PALM O . R 14 DESERT, CA 92260 ■ Q TOIVE IFY TATOR ` / \ / Y ' �%y �\ \ ` � y \' �� 1 " " J / .. I � � � / Q/ � � . _ / 60607)73 56152E ■ (� EXIStI A E / / IN � glw tiCJ ( 7 ) - FAX ■ IL o U CON R L WIRES IN FIELD . — — � r / \ I E-MAIL: rga@rga-pd . com CONNE NEW LINE LIMIT OF WORK.. . .....�............... .... ... 4 / �� _ \ ' AND ' CO TROLL WIRES TO ` �l / Va'' ■ L— / 3.00 `� EXISTIN SEE BLDG 16 / \ \ / / / \ ■ { CON■ I�TR TION PLA41 �. � \ • / ob off 'go BUILDING #16 ............ � . .. ... ...�. UIL ING I _ _ — s _ ■ g goo or seasonal manages mmmmmmmmi ENGINES sommmmej gem &of of gem KEY MAP / Do ggof � \ \ SEE L-0.00 FOR OVERALL PROJECT KEY MAP ; a a ° ' CVWD DOMESTIC WATER & SEWER / y � � 7 / a�•: ' • ' " ' ; '$' ' ESMT PER DOC , N0. 2008 - 0333031 , / � � / / \j Z w ' n Lou IRRIGATION_SCHEDULE V `" -r : Yf, REC . 06 /18 /2008 , O . R . Ii / `/ O V ,� / v \ \ / �/` / / ` � / / w z W SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL , / / \ \ / message / \ � ` / ` Q o '�% som a 12 ' DOMESTIC WATER / / / 0 RAIN BIRD 1800-1400 FLOOD 360 30 0 .50 1 ' / Y �•S / / / / Q _ ` / � •'". � MAIN PER CVWD •" goo � / JI/ Yas., / ' / / see s-kto a% DRAWING NO . 37460 . . �� SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL ;/q: ', / / I / ' 7 •i / ` / / Q If 1f ty / / I / RAIN BIRD XCZ-LF- 100-PRE j { ' / / / / •• • ;'{ n •:»a GeV /Y— j ` J LOW FLOW DRIP CONTROL KIT, 1 " LOW FLOW VALVE, 3/4" `• ti � � / � �I PRESSURE REGULATING RBY FILTER, AND 30PSI '/ / / w a; ` ti / / / MENOMINEE PRESSURE REGULATOR. 0.2GPM-5GPM . , �' / / / / • BUILDING Q TORO T-FCH-H-FIPT ,'" %!''' • / / / / / / / a FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW / Goo a POINT. / / l I i// / / ' / / 15 : ' y !•me me ' / / / / � � '/I�Jy� / w Y 4 RAIN BIRD XB-PC-1032 SINGLE OUTLET DRIP EMITTER / . • • • .' 1 ••off I • • ' ' • 90 180 360 SINGLE OUTLET, PRESSURE COMPENSATING DRIP l a s \ • 'n so f V � / / :!• • ,: EMITTERS . FLOW RATES OF 0. 5GPH=BLUE, / / — , / r� / / I-I-I 1 . OGPH=BLACK, AND 2. OGPH= RED. COMES WITH A 10-32 �• ' .5 as • THREADED INLET X BARB OUTLET. / _ ? • / / ` / ~ LU U F anSYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL r `J ''• •• ' t ' Y go '''� V / Tv= a. RAIN BIRD PEB / G r :" '✓ ; .+me �:: ' 1 ", 1A /2"2 2" PLASTIC INDUSTRIAL VALVES . LOW FLOW , '• '" •ti:;' ' LANDSCAPE ARCHITECT . OPERATING CAPABILITY, GLOBE CONFIGURATION . GaVaseaa ; r ' aaa • . y�'' / oga 17 RAIN BIRD 3-RC "�' ' • ~[ ' �`~ , wr • •. 3/4" BRASS QUICK-COUPLING VALVE, WITH =" , 1�j� i y , �• ` CORROSION-RESISTANT STAINLESS STEEL SPRING , , •' •� ! ' •' m • , � • •'r THERMOPLASTIC RUBBER COVER, AND 1 -PIECE BODY. '`• � ;_ g;�+., / � / /j 1Q 17 X' 2 1C 1 MATCO-NORCA 759 : sal/� / v / BRASS SHUT OFF BALL VALVE, 1 /2" TO 4". TWO PIECE T BODY, BLOW-OUT PROOF STEM , CHROME PLATED SOLID '' ' i • . / / CVWD DOMESTIC WATER & SEWER BRASS BALL, THREADED, WITH PTFE SEATS , SAME SIZE '• ` ,Clj� � / / / 0p 0A1\F � AS MAINLINE PIPE. � I/�\ / / I ESMT PER DOC . N0 . 2008 - 0333031 , BF FEBCO825Y2" EXISTING ` � 46 If/ / / REC. 06 /18 /2008 , O . R . REDUCED PRESSURE BACKFLOW PREVENTER 411*0 —• ] M❑ � WATER METER 1 " LOCATED AT BLDG 16 EXISTING / \ / 3� / \ \ / / SPECIFICATIONS Q� SHEET ❑ BOOK AI Existing ( near tennis courts ) Rain Bird ESP- LXD Two-Wire Irrigation Controller � �� with ET Manager ETC- LX . F _ / V / / / ` � / / PROJECT MANAGER : TM Include (2 ) ESPLXD-SM75 Expansion Modules . Mount Controller / � � \ \ / / / DRAWN : JS in Strongbox Stainless Steel SB- 16SS Enclosure . SHEET L-3 .02 FOR WATER CALCULATIONS . Use FD TURF Series Two-Wire Decoders at each valve grouping . / / / / ' CHECKED : TM ( Model # to be determined by the number of valves in the group ) . / / \' PROJ . NO , 1628 Use LSP- 1 Line Surge Protection every 500 lineal feet . � Use # 14 AWG Two-Wire Communication Cable . / / / � / DATE : 9/ 1 / 16 (Controllers installed during phase 1 construction . Continue wire ' � � � / SCALE : 111= 10'-0" run for ALL phases per manufacturers specifications . ) / / / / / INIT . Contractor must have two wire installation experience and training . � / � REVISIONS : SPECIAL NOTES : � ,� / CVWD PLAN CK. # 1 Training available through High Tech Irrigation . ( 760 ) 773-9224 . < k o / NORTH �1 10/ 13/ 16 DR 1 . THESE PLANS ARE DIAGRAMMATIC . / , / CITY PLAN CK , SCALE : 1 = 10 ' -0 REVISION 10/21 / 16 TM MV SUPERIOR MASTER VALVE EXISTING AT Poc BY BLDG 16. 2 , MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE GRAPHIC SCALE CVWD PLAN CK. # 2 FOR CLARITY ONLY. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 3 . CONTROLLER IS 2 WIRE PATH TYPE . TIE NEW VALVES =MM06" 0 11 /22/ 16 DR PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL INTO EXISTING CONTROLLER, 30' 20' 10, 5' 0 CVWD PLAN CK. #3 TRANSITION PIPE SIZES 11FAND ABOVE ARE INDICATED 4 , P . O . C . IS THE SAME AS BUILDING 16 , ® 1 /9/ 17 DR ON THE PLAN , WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 AND CLASS 315 CVWD LANDSCAPE APPROVAL PVC SCHEDULE 40 TO 1 -1 /211 Game , PVC CLASS 315 SDR 13. 5 These plans have br-.' en rewiewe,d Uy the Coachella Valley Waler FOR PIPES 2" AND LARGER. Dishlcl in accordance with California Governemni Code, Seellon - _ 65591 el see{ , requiring efficient landscape and Irrigation deslgn u i — — — — — — — — PIPE SLEEVE: PVC SCHEDULE 40 CVWD NOTE: C cooperation with Iha local goveming agency ( City or County) . TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SHEET N0 : SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR Approval of ] his drawing by CVWD staff does nol constitute approvalTHEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR to encrooch Inlo d'crBcl and USBR Rights-of-Way , Trees, plans, walls . SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES REPLACEMENT OF ANY SURFACE IMPROVEMENTSINCLUDING BUT NOT and pettnaneril slrur; lures of any kind may nol Leo planted orinstalleel , BEYOND EDGES OF PAVING OR CONSTRUCTION . in CYAD tend USBR f nsemenls or 11ghi "otwmiy wiltloul 51st obtaining Valve callout LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB, GUTTER , anencroochmrinlpermil from CVWD' L I _ 3 . 00 SIDEWALKS , PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED �� t 1f2. # valve Number WITHIN CVWD AND /OR USBR EASEMENT Date WA1L. ' MA AGt:M[Nl DEI'A �:t•71 # , # Valve Flow L43543 . Valve Size CVWD Plan 9 PLV iTFPI•,A6NI " `: . 1 . 3 DUTARTMr-1 T ■ � ■ ■ ■� ■ IL Q ;,;° LANDSCAPE ARCHITECTS , INC . ■ 6 73061 EL PASEO , SUITE 210 PALM ■ DESERT, CA 92260 ■ Q ( 760) 568-3624 ■ ( 760) 773-5615 FAX ■ �. ■ E-MAIL: rga@rga-pd .com ■ ■ ^IL c� ■ � / * 4 BUILDING #15 ,...... NONE Room ............ a 0 d � S� O a O o UIL ING ■ J LIMIT OF WORK'••••••■•• •••• J L-3.01 - ■ Z u o Q Q ■ ■ -J `n U ry � � `.r z w � � v KEY MAP wo ' SEE L-0.00 FOR OVERALL PROJECT KEY MAP _ SM , go seer ' �, r , Q 0 0. O/mmm Ism am: gels go & Sze ne �, :. , • Q /em � q�. 0 z me Now �. ' ` s ' z4111cry q. : 8 W no an j: � � I 3 ,, off L a Onoa am 1 ' 00 ' • IG ' / v / _ / / / / ` ,:tii / v> : ..:"�, 12 " DOMESTIC WATER \ I I / / / � / / / , _„S . MAIN PER CVWD / / / / LANDSCAPE ARCHITECT : \ / / �• DRAWING NO , 3746D / / r: f i CVWD DOMESTIC WATER & SEWER v ' ' • , '' , / � / � • ' ' � / / / / � � ESMT PER DOC . N0 . 2008 - 0333031 , �� '' #=Z so ON �'' � / / � � � � • 06 /18 /2008 , O . R . SEE SHEET L-3 .00 FOR IRRIGATION SCHEDULE ANDAr �.816 % � IL / / / � / SHEET L-3 .02 FOR WATER CALCULATIONS . a was *ONO- � . a? Mom 000% Sao . 0 a � go � .ON is � \ \ � / 6�/ '°F,p / / ` SPECIFICATIONS as mim � -MOM aa / / ; "�^ • ; . • 10 ' R / � � SHEET ❑ BOOK • `' "' 0 •� A ' VUILDING 15 / / � / \ / / / � � / / CVWD NOTE : / / �Q \ / / / � \ / / \/ / NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR PROJECT MANAGER : TM � � ( \ Q / / / EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR �(\ / /� ..• '� + ." \ / / r . / / / REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT _ / %, , . ,r- • • \ / / DRAWN : JS i. / // r • •. / / LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB , GUTTER , � I 1 • •; / / •,� . . : `•. • ! / SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLE / ' .. ; ,, -; , � • � / / a . .. . � • • , . . r.• '.4 f: � CHECKED : TM / Y s,. `: ,r / / // a- . js \ WITHIN CVWD AND /OR USBR EASEMENT r ';. : : f, Be /� \ � �/ :.• 8++ ' 't8 9 % . , �`.; : .: _tit . PROJ . NO ,al a 1628 \ agan • / / ,. as*, MOV I/ - ; ' _ ��\ � / ;; mie0 y . . 0 ` •s ' ;l aAr7 : r / / / � / \/ge DATE : 9/ 1 / 16 G , ' \ \ M -/ a as go Be a1•: / vI / / \ \y\ / 'r.+• : r 'y•,' : `Sale.:/% 'a am ..r y •e . \ SCALE: 1 ' = 10'-0� � 0 Bee, memo • :me /sit1 \/� 1 v \ /; , , • ��, ? e :;` ' , • % y I ( �� REVISIONS : INIT . an 17 it a // / age / \ � �•: . : �•• • / , .~as NJ ;' , r 111KKK / CVWD PLAN CK. # 1 \ _ 9 ON I 1 � 1 • + / �/ \ 2 . 01 � � onevgo~ � .::•1. . :r : ti I \ I \ NORTH � �/ / / 1 CITY PLAN CK. 10/ 13/ 16 DR I \�\ \\1 \ \ �� F \ �° + ' :• . m / / / // /\ \ \ SCALE : 1 " = 10 ' -0" OREVISION 10/21 / 16 TM 0. \ \ \ r� / Sic / ` � \ �° Y Y ' ' / / / \ \\ \ \\ I GRAPHIC SCALE CVWD PLAN CK. # 2 -tA / / / \ \ \ I — 11 /22/ 16 DR � CVWD PLAN CK. # 3 30' 20' 10, s 0 4 1 /9/ 17 DR I as � � �� :'ri ' � ' i / \I - CVWD LANDSCAPE APPROVAL 0 I I , me :,� \ — _ — -- we aso l it • : ' , / \ / / / — — — — — — — — — \ \ — — _ — — / / / / Y� - - These plans have t) nen reviewed by Ilia Coachella valley water �- - I , , ' _ — \ •' a \ / / / — _ i / District in accordon,:e with} Cblifarnla Governemnt Cade, Seclion 1 1 +• r.' • ' \ \ X / / _ — — _ — — — — _ — _ _ — — — — _ — — — / / 65591 et seq . requiri .ig efficient landscape and Irrigation design in •' E— F�- a MEMO ` ,as : 16. . . •! •.• some \ \ / / ( I \ / j V3 p T E R cooperation with :,• • . / C O / tha laced gaverrrinf� agency ( City or GounlyJ , • ; { + • ,+ j• �' : : . + �, j i•' , Y • met on.so a �+; i., no. Is soft • t ti. I i;. r •, • + ? ' \ / I \ v I — — _ J — — — — — — — — — % �, - Approval o! Ihis dravang by CVWD staff dogs no) constitute approval SHEET N0 : \ , • i : ' 1 , , , � , • : . . ': ,. •. ` 4 ' � � — _ - - �c OAS 1Ct to r Rights-or-Way , P c oaeh Info district and USBR Ri hts-or-wa Trees, plans, walls , I o +• + •+0 V ,! T R and permanent structures of any kind may nol be Planted at Installed -- - - — % — in CVWD and USBR imsetnellls or righbof-way without first obfolning CA y � ,° - - -- --- - - - /' 2q7 -- an encroachmentpermllfromCVWD, LaMON3 0 S6 \ r A� V _ 2 I • 4g- -- =- ' i ZLI 1 Date .WATC MA AGEMLNI D 'hlf —� —� \ �.IMIT OF --WORK - - - - --_ _- - ;= -.- _ __ - _ � L43543 - tCr � .NI D JTCVWD Plan cvk IiTd[ I ■ Water Use Calculations IL WESTIN DESERT WILLOW BLDG 15 LANDSCAPE ARCHITECTS , INC . ■ t6 Site Information 73061 EL PASEO , SUITE 210 PALM ■ p d Zone No 5 DESERT, CA 92260 ■ Q Total Tree and Shrub Square footage 9524 ( 760) 568-3624 ■ Total Lawn Square footage o ( 760) 773-5615 FAX Total Annual Color Square footage 0 q 9 ■ ® E-MAIL: rga@rga-pd .com Total Water feature Square■ footage 0 ■ � Recreational Turf Square footage 0 ■ ® Number of plants by water use % of Total Landscape Square Footage w, UIL 4 t Very Low 0 0 .000 0. 00 I . Low 227 0 .850 8097. 18 �■ Mod 40 0 . 150 1426. 82 (BUILDING #15 '••••••" Ni"" '•••••••••••• Q a a High 0 0 .000 0. 00 ■ Total 267 1 .00 ■ LF ® Maximum Applied Water Allowance I � � � � o O °� ■ � LIMIT OF WORK••••••••f••• • IL NG/ - Zone No. Eto WaterAdl Total Sq. Conversion Factors MAWA J ® 0,62 74e _ ) )n� Conventional ■ / � _.__� (� v Landscape 5 93.90 0.45 9524 0 . 62 748 333 . 57 > ■� (� Recreational \/ ■ - ■ Turf 5 93.90 0. 82 0 0 . 62 748 0 . 00 Dammam y ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � TOTAL MAWA 333 . 57 I..L r- KEY MAP z W � Estimated Water Use ® (/) LLl NORTH SEE L- 0.00 FOR OVERALL PROJECT KEY MAP w Z w Plant/Irrigation System Type : Zone Inv. Eff. Area Seasonal Plant Factor: � Q 0 0 Drip / Bubbler / Micro Spray 5 0.9 8097, 18 2 Low Season Zonal Ego Plant Area Conversion Factors Estimated J Value Factor sq . 0.62 746 Uri. Eff. Water Use 20 Spring .64 0 80.20 977. 18 0.62 748 0. 9 30. 78 Summer 57.29 0 .20 8097. 18 0.62 748 0. 9 85.45 MENOMINEE Q Q Fan -VNnter 15.97 0.20 8097, 18 0.62 748 0. 9 23. 82 01 / TOTAL 140. 05 Plant/Irrigation System Type : Zone Irr. Eff, Area Seasonal Plant Factor: MENOMINEE _ Drip / Bubbler / Micro Spray 5 0.9 1426.82 3 Mod Season Zonal Etc Plant Area Conversion Factors Estimated Value Factor sq . ft. 0 .62 748 Uri. Eff. Water Use Spring 20.64 0. 50 1426.82 0.62 748 0 . 9 13.56 w Summer 57.29 0. 50 1426.82 0.62 748 0 . 9 37.64 Water Efficient Landscape Worksheet Fall -Winter 15.97 0. 50 1426.82 o .62 748 0 . 9 10.49 WESTIN DESERT WILLOW BLDG 15 TOTAL 61 .70 w APPLICANT INFORMATION u Name of Project Applicant: Telephone No : 760-568-3624 Estimated Total Water Use 201 .74 iw O JIM SHROPE Fax No: 760-773-5615 = o, Title : Designer Email Address: Jshrope@rga-pd. com IL Company: RGA Landscape Architects Street Address: 73061 El Paseo, Ste, 210 City: Palm Desert State : CA Zip Code : 92260 LANDSCAPE ARCHITECT : SECTION A. HYDROZONE INFORMATION TABLE4r Irrigation Point of Connection (P . O. C.) No . Controller Valve Circuit Irrigation % of Landscape No. No. Plant Type (s) Method Area (Sq . Ft. ) Area C 1 LWMW B 700 7. 3506 C 2 LW/MW B 700 7. 35% C 3 LW/MW D 3662 40. 55k o JF OQ C 4 LW/MW D 4262 44. 75% OF CALF 0. 00% 0. 00% 0. 00% 0. 00% 0. 00%1 SPECIFICATIONS 0. 00% 0. 00%o. 00% SHEET ElBOOK 0 0. 00% MENOMINEE MEMO 0. 00% PROJECT MANAGER : TM 0. o00,w 0. 00% DRAWN : JS 0. 00% 0. 00% 0. 00% CHECKED : TM 0. 00% 0. 00% PROJ . N0 . 1628 0. 00% 0. 00% DATE: 9/ 1 / 16 0. 00% 0. 00% SCALE: 1 "= 10'-0" 0. 00% o. 00 0� REVISIONS : Total : 1 9524 100. 00% CVWD PLAN CK. # 1 10/ 13/ 16 DRil CITY PLAN CK. OREVISION 10/21 / 16 TM CVWD PLAN CK. #2 0 11 /22/ 16 DR CVWD PLAN CK. #3 ® 1 /9/ 17 DR CVWD LANDSCAPE APPROVALMonsoon 0- - - These pions have been reviewed by the Coachella Valley Water Q- Dishici in accordance with Colifomlo Governernnt Code, Section - - SEEN 65591 et seq. requiring efficient landscape and Irrigation design in CVWD NOTE: Ny AT E p cooperationwlthlhr3ocol governing agency ( CityorCounly) . NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR Approval oflhisdravvingby CVWD Oar[ does not constituleapproval SHEET NO : EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR o/S r R 1G� to encroach Inlo district and USSR Rights-or:Way. Trees, plans. walls, REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT and permanent structures of any kind may not be planted or Installed in CVWD and USSR rlasernents or tlgnl •ofaway without 051 obioining LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER , on encroachmeni permit frornCVWD. � _ � ® ® � SIDEWALKS, PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT - 7cte WATC MA Afi,EMENt DEPA NT L43543 CVWD Plan # i _9PMFNT IVtS DEPARTMENT APPLIED BNa (OR EQUAL) P2'x1B' PLASTIC BOX APPLES ENa (OR EOUAU ROUND PLASTIC APR.® ENG. (OR EQUAL) ROUND PLASTIC BRASS NIPPLE (TYPE PFE89LFE GAUGE TAP + COMER W/ LOCK TOP MARKED RRGATION BOX + COVER. COLOR TO MATCH BOX + COVER COLOR TO MATCH 4 RACES ELL W200 PSI) CONTROL VALVE COLOR TO MATCH SURROUNDING G SM0UD1W SOL (TAN N D.G. AND SU ROUNICM SOL. (TAN N D.G. AND 2 R R IN BOX TO BE ACED SOL (TAN DAND A GREEN LAW USE LAVENDER GREEN IN LAWN) USE LAVENDER B EN IN GREEN LAWN) USE LAVENDER BOX GATE VALVE (PLASTIC FACE) AT RIGHT ANGLES BOX FOR ATEft APP .KSATK7N FOR RECLAIMED WATER APRJCATKJN FOR RECLAIMED WATER APPLICATION.. REDUCED PRESSURE TO W�SCAPE EDGE BACKFLgVPPEVENTER ELBOW > COVER MIAR(1D FRRGATTON BALLVALVE SEQUENCE TO BE PANTED ON GATE VALVE q °$ Q ASS NPPLL FIYEifl CONTROLLER- EACH BOX GR TEST COCK I YP) UNION x x x x x FISH GRADE 4 PLACES �� x x x � x x x x yes PRESSURE O CONNECT x rsOLDEFMTOGETHER + x x x x / x x x LANDSCAPE ARCHITECTS , INC . STRAINERMESHMgB ` LNE- NDDISCHARGE WATEFPROOFNaUSEANULAPPROVED \�� x x x x9 '(( � x x x FINISH GRADE � 73061 EL PASEO, SUITE 210 PALM UT UNDERGROUND WIRE SPLICE Krr LAWN AREAS ° ,� / PVC SCR 40 C . TYPE DEAN- Y x x x x x x x x DESERT, CA 92260 O \ ' MALE ADAPTOR _ SION LOOPOAK24•) '\ / x x x FINISH GRADE ( 760) 568-3624 •. / ' SHRUB AREA ( 760) 773-5615 FAX BRASS ELBOW MO a FINISH GRADE E-MAIL: rga@rga-pd . com LAWN AREAS � � NON PRESSURE LINE / ✓/ FTTIMHANDLE mommommommommommommil PVC LIME PPE 4SICHIT FEADLD NIPPLE so RELIEF I = FINISH GRADE G� SOLENOID FINISH BADE SHRUB AREAS O • ' ELL / j• : •;a .4 • • �i a > d 6 o FLOW AD IUSTbB$ !: if.7 ° LINE (SEE SPEC)PRESSURE STREET ELL SCH 40 BRASS LLBCWFLOW 4 a �P, PEA GRAVEL i . STREET ELL RNFJH CI?ADE • +' ";• •• QIIN. 3 CU. FT) •�� PEA GRAVEL TEE (TNIFEAD® OUTLETS 1 PVC SCH, 40 MALE W.2 CU. FT) Ir THREADED NIPPLE PRESSURE SUPPLY BCH 80 LIME MAKE 4 d PRESSURE SUPPLY LINE FRTTNG . � • ` O MANDFITTINGS an PVC LINE PPE MNSCH 00T :; •IONIII • F ° • • . .IBALL VALVE USE T.OE N PFLE ` ^NOTE= COMMON WIFE v )t EQUPM ENT TO BE NSTALLED AT A MINIMUM OF 12' FROM WALLS, CONTROL WFTE `'Bl1LDWG9 EPC. NpTE A :A 41 . j p : + ' •• BCH 40 2. ALL ABOVE GHROUND ASSBI�Y SHALL RECERE ONEW COAT 2• PVC BCH 40 CONDUT INSTALL CONTROL VALVES MMIUILI OF 3F7 APART - A•• a '' • - :.RED LEAD PRIM9R AND ONE() COAT PANT A8 9HECTT� BY N SHRUB AREAS UNLESS OTHERWISE NOTTD. N� L ARCFITE{3T 3. WHEN UNIT 19 NEXT TO BULDNG, WALL, ETC. TEST COCKSFmmmmmmmm ARE TO BE ON OUTSIDE r I..LFmmmmm A BACKFLOW PREVENTOR ( INSTALLED BY C . V . W . D . ) B AUTOMATIC CONTROLLER C AUTOMATIC VALVE D FULL PORTED BALL VALVE E QUICK COUPLER VALVE Lu a� (� Z LL t� („ O wZo NOTE : NO PERMANENT STRUCTURES WITHIN CVWD GENERAL INSTALLATION NOTES EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR 1, WmILER „ Q%Inm PLAN 0MwANAmo. Ric LOCATION OFFirm M.LW ,2 ,O VOLT POWER FOR M IS TO SE PROVIDED Off ,,,1M «, ASEPARATE LC CETM4NM AT MM E IMAU ATOM MAPLM NO LATERALS "LL E FLACM N CIRCUIT P EARER FRMA7101H CONTRACTOR BAALL E R ESPONlgE FOR 1AAIR10 N1�� REPLACING AND / OR MAINTAINING ANY DECORATIVE C RAIN BIRD 60 SERIES ELKTRIG C.OWRM VALVE. SALE 7FOM MIS POSME ECMIMr *KM N PAYED AREAS M FOR MM CONNECTIONS TO CONTRO11181 COMMLEF FINAL LOCATION S RALL E DEIM ED BY • ' Q CLAINV ATICF ONLY ND 4ITILL E NNA LED N FLAMED AFEAS OWNIM AVTHORRM REPRESENTATIVE. v ^ mmm CONCRETE AND / OR LANDSCAPING INSTALLED OVER , rf nr W vl I ; 2 INSTALL N1 E01PLENT AB LRiom N DETAL& AL.L Emw ENS FE=m BIR NOr laROA LANMAPE ARCHITECTS, W SHALL APPROVE ALL 1149ELDMOM CKANQEG METO fFECFW ON IM DRAWNM SHALL E PROVIDED BY THE FiiMMON CONMACIOP WE FLAN AFD LANDSCAPE PLAN CHANGES TO q/ARAMEE = SP NQER COVERAGE oR DOMESTIC WATER AND / OR SEWER LINES . CPP 5" ID. m - Wlms °O TO TM MMTION COMPACTOR 04ALL AIISM PULL FIS PON OLITIr � Z MATCH DRFNUN&:5. a ALL EmrmNr BW.LE NHTALLED N ACCORDANCE wmi WMFACRfeRB �� FINISH SPADE NSPRICIpNB AID SPECFTCAMOM 14, MA LANDSCAPE ARCFRECTS, M EMLL NOT E F EWONSSLE FOR LpROPBt OPERATION OF SYSnM DUE TO CONTRACTOR NOT POLLOWA PLAN PIPE SUM OR INADEQUATE 6 TYPE "r COPPER PIPE WITH BRASS qL BACIffI.ON PROIECIpN WR8) &PILL E ® N NSrN.L ACCORDANCE WITH LOCAL STATIC PFEBRFE OR INFIELDF L D D giANGE0 WITHOUT APPROVAL Frrr:[MS FROM P.O .C. TO M.C.Y. CODES J CONlFOFI BRICK (a RE[FIARrO). 1 15. RMA LANDSCAPE ARCIVECTO, M IS NOT MWON EW FOR EFRCIS N INSTALLATION F LU COMPOREMON0718 vALvffi ON y . FL CONTRACTOR WALL E FFV'ON�E FOR RLOfBi waOMHRf DIRO THEY HAVE NOT BEEN RETAINED Fm w&umm oewwm MVV SA COoKMCDaLEt VITA 18. L CONTRACTOR RIAL LffTO SPECIFICATIONS FOR DETALSATA DAFDB OF 3V46 cFaFEs ruck e• �. MATERIALS AND wcaalANerP. o 3 (PORE TO MANSE IN COLOW �v� 8, ALL N11ANUM PPNM SHALL WAVE A MINLIU A OF 1B CMER (?A• U DBi ROADS A D IIPEqN. NOTES Lu Pvr. SCIEDILE 4D PIPE 911Fiffla AND FA• F RUBBER FBLQ SEALED PEE). ALL LATERAL PPNM STILL BE � PLAN e 13 (� r v we �s 40 ems. ELL. PVC E 80 Ili TTBJOL� A MNMILI OF iT OEH'. ALL OONIP0. YAFE OQSC IADEII DRIVEWAYS AND U r MEETS SHALL E H '�D N A PVC PIPE LATERAL PPM OONO CARDER DRIVEWAYS AND t .¢PSIS 82HAY MAIDS ON A IF�i WILL ONLY E PBUrrED NETT TO A WALL, A PENCE CR W \ I_3 Pd17E G014D'TOR. STR EM SHALL E SCHEDULE 40 FVC. an" ALEA M46E THEY ARE OUT OF CLEAR VIEW. AN APPROPRATE HEQFr PRQ% T,P I j � Al k N 104 MAR{ LIKE FIT'MN5 PP5MVIEM PEED CVRPr. PVC SCHEDULE 40 STREET SFila9R WJmL E INSTALLED AD.NCENT TO ALL WALX% DRIVM PATIO AREAS AND ALL Lu O ELLS 7. ALL VALVE comROL NEE aiALL E wor t m N SALE TimcH wrN MAFLDE AREAS FMEii 7RI BAN R90 FINAL FISTALLATION ONLAWN SHALT_ E RUBE AND IN iLIS D.- a:. COL PORE PER SPFLIPICATIOI'L� VWE1�vBt POSSIBLE NO DOLL BE BOLD COPPER. FECT AWM NLTTPE MRD BIFUS_ OEM ONE NMI ABOVE QMDE YAF UMQ SNAFWE OR SCOTCH-LOC WFE CONEi7111011S, 2, ommor OR BAALL T470VDE TWO BIAS AT IM BOOM OF 1FE ROOT BALL FOR EACH 01 ALLTFummc muexeNALLECLEANFREOFRoommvBiMLABBLSoLVBtr FELD MOWN M9CNOLAROER MIED TEE ORRDGTER TREE AT THE OFECTIONOr LANDSCAPE ARCHITECT : it �� E BY CVWD ND CB.ENT COMASER S AND RAGS, CONTRACTOR SHALL CCWACr ALL TFENCII� TO T1 E LANDSCAPE ARCHITECT, IG '" a a g PVC SCHEDULE 40 TEE OR ELL A DBFBFY EQUAL TO TE ALDISRFF� SOL MD &TILL E fESPONFEK.E FOR SRNONo e ° A SETR® II WJCMS SACK TO FFM GSIADE 9 0 8° 0 4�pa a CLASS 200 PVC LATERAL PIPING g NY 1 ° :n1 ° '• o • • . CONTRACTOR BiNl Ru81 ALL PPE LINESPHOH To NSTALLNQ BABiC.B1 FFJ,DS TO VALVES J � 10. cCRRActnR Skw.L NuA L VALVE Boxy AT wADE OVER ALL ELECTRIC VALVES AND � 2 '< FArALL ANTI-DRAIN VALVES AS NECEMM TO PiEVBR LOW HEAD DRANAE EFORM SECTION OFICIAMOWE' J4 1L coNTFIACIOR SHALL ADAIBr ALL SPIlRLERS AND VALVES Fat MCFE 1 OPERATION AND OMPERAGE. SP NaB{8 ALONG STREET CUSED AND DBVENMYS SHALL E SEr BACK 18 •%. 1 Qa INCHES PER CVWD. ALL OPMMMGBSHNL E AD"IM 90 THAT NO WATER IS TR M F p ONTO SIR MIRES OR NARFAL F-ACM MASOFRr WALLS, NO CVHN}NOW 0 PEFRm® OF CALF ON HAFVDQ# f F MASTER VALVE HOOKUP I BUBBLER HEAD MEW SPECIFICATIONS APPL® ENQ(OR C-QUALn2'XI6' PLASTIC BOX Sleeving Trenching SHEET ❑ BOOK + COVER W/ LOCK TOP MARK® IRRIGATION ❑ ❑ KEYNOTES CONTROL VALVE COLOR TO MATCH 9URR0MDNG 0 ❑ Y FDTER ::: t 1 . HARDSCAPE ( TYP) /FINISH GRADE PROJECT MANAGER : TM T SOL USE LAVENDER BOX FOR RECLAIMED WATER ■ ■ ° ❑ ❑ ° ° :: ' • :xV] 2 2 , CLEAN BACKFILL — 90% COMPACTION APPLICATION. ° ° ° 3. SAND TYP DRAWN : ❑ ❑ ❑ ❑ ❑ Rcv 24" Min. Or Per Spec 3 W 4. NON— PRESSURE LATERAL LINE SLEEVE JS 2 3 MIN ° ❑ ❑ ° ❑ ❑ ❑ ❑ a ( SIZE PER CHART) /NON PRESSURE LATERAL CHECKED : TM ❑ r ❑ ❑ K) 5 , PRESSURE MAINLINE SLEEVE (SIZE PER zv a D ° ❑ ° ° ❑ ° CHART) /PRESSURE MAINLINE PROJ , NO , 1628 CONTROL ZONE KIT` ❑ ° ° ❑ I 6 . CONTROL WIRE SLEEVE ADJACENT TO RAN BW XCZ- - ° ❑ ° ° ° ❑ ° 2 MAINLINE SLEEVE. ALL SLEEVES TO BE SCH a (INCLUDES BALL VALVE, 1DOPE88 VALVE, ❑ DATE : 9/ 1 / 16 OKCHK100 BASKET RLTER AND ° ❑ 2„ 40 PVC. EXTEND SLEEVES 12 " BEYOND EDGE PSHM40X-100 PRESSURE REGULATOR) ° OF HARDSCAPE ON BOTH ENDS, RECLAIMED A PRESSURE REGULATOR r n e is 2 WATER SLEEVES TO BE MINIMUM 42 " - 48" SCALE : ey 2 Oo 0 0 o p °° AUTOMATIC UTOMA ICESELF VALVE MAIN LATERAL LINE SECTION / ELEVATION DEEP ( OR PER WATER DISTRICT STANDARDS REVISIONS : INIT . i MAINLINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND WHERE APPLICABLE) . 1 � WA� MAX WIDTH 12' % COMPACTION REQUIRED — SEE SPECS CVWD PLAN CK. 0/ 13/ 16 DR CITY PLAN CK, 6 O TRENCHING /SLEEVING DETAIL REVISION 10/21 / 16 TM EMITTER PIPE SIZING CHART TREE, PALM TRUNK CVWD PLAN CK. # 2 3 1 1 /22/ 16 DR IUD K DRIP VALVE 1/2" PIPE 0 TO 180 GPH CVWD PLAN CK. # 3 t RAN BIRD XS#-SPRAY OR XBRFBIEE ER OR APPLIED ENa (OR EQUAL) ROUND RAM 3/4" PIPE 181 TO 360 GPH ROOT BALL ® 1 /9/ 1 7 DR XeI-BOG EMISSION DEVICE ME FROA ION NOTE, BOX + COVER COLOR TO MATCH 1" PIPE 361 TO 840 GPH IRRIGATION HEAD TYP. FINISH GRADE EQUIPMENT LEGEND FOR MODEL 4), INSTALL AT LOWEST POINT SURROU DI G SOL (TAN N D.a AND 1- 1/4" PIPE 841 TO 1440 GPH (SEE IRRIGATION Q_ AND/CR AT END OF LATERAL GREEN IN LAWN) USE LAVENDER BOX LEGEND FOR SPECS) CVWD LANDSCAPE APPROVAL - - 2 RAN BI DMODEL 1RFR/FRA24 POLY FLEX RISER PING AS NEEDED. FOR RECLAIMED WATER APPLICATIONM — — These plans have uarjll tewi,avred by Iho Coachella Valley Water O-E1GTH AS FIEOU RED] — _ 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP I District in accordance with Coliforola Governernnt Code, Seclion - 3 DLa OR MULCH BED. =I —III— d . 4 < , ° I-III=i' HILL SIDE OF EACH PLANT. j/ A T E 65591 et seq. requmng effhcient landscape and Irngatlon design In FI ISH GIRADE _ R cooperation with the local govening ogelncy ( City or Courtly) . d . I-I��I�I.. q FINISH GIIApE II—F I— 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SEE DETAIL - Approval °f 18i1s dravnng by CVWD slaFf does not corlsti± ute rappravul SHEET N0: PVC LATERAL LIME -I Il ° ° e i SHOWN ON PLAN, IT SHALL BE THE IRRIGATION CONTRACTORS ( THIS SHEET) a/ Gt to encroach into dislricl and USER Rights-of-Way . 'frees, plans, wails , 5• PVC FITTING (9 x 9 x V2' RPT2 =III °o I. -I I , - FOR BUBBLER OR I _ _ - S T R t and permanent sN'uclures al an kind may not be planted or Inslailecl SEE RAN FOR RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN y y a. I XERI— BUBBLER DETAIL in . VWD anti USBR easelTrenis Dr rigtll •o1•wCly willIQUl Grs1 obtalning WE H PVCID07MPE3R SPECIFICATIONS) TOROFCF +fpT II o . _ _ . . Ill THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. an encroachment pear}il from CVWD, � _ /� OO AUTOMATIC SELF FLUSHING END VALVE `r . 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO PLACE IRRIGATION HEAD 1 1 ( � " NOTES FILL BOX WITH 1/2' PEA GRAVEL ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS, ADJACENT TO ROOT BALL Date WAIL MA AGLMENI DEPA I+II RACE EMITTER AT EDGE OF PLANT ROOTBALL J DRIP EMITTER L AUTOMATIC SELF FLUSHING END VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE AND PALM IRRIGATION DETAIL 1'43 CVWD Plan #` .tFVL-L.0PMI .N1 S - I'`. 5 aLS'ART,4tL-tJT ■ o �� ■ ■� % � / / ■ Ft t / OF,Cv ` < 00, ■ 0 ■ ` � � / Wd�R�A�VD \ ` ' �� ' � � ` �1/ LANDSCAPE ARCHITECTS , INC . 73061 EL PASEO , SUITE 210 PALM SEME 1<17 OC . / ` / y � OFF., LOT LINE` DESERT, CA 92260 ■ �� I I / / / /� / # 2'0 39'39r. / / / / 8 //200 j� \eoov / / \ / / I , " ( 760) 773-5615 FAX ■ IL " c� F I E-MAIL: rga@rga-pd . com LIMIT OF WORK. . .....�.............. .. . .. . .� 4 ■ / r _ _ � � � -- - - -' y O rwow BUILDING #15 ......... FEE ....�. \ ° UIL ING ■ ' Dw FF ■ - , / J C� t, `/ ` ■ _ _ _ ■ i V1 / J / \ \ ■ LOT LINE i j AA 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � I —i ( C / \ / \ / / \ I EXISTING GOLF I / DF DF �, \ / / ` KEY MAP Rl COURSE PLANT G / : U TYPICAL - / AAC \ . .. , / / % / SEE L-0.00 FOR OVERALL PROJECT KEY MAP 00 / DF • I. J ` � •� / � ; �- INATIVE SOIL O LLI o �L V) c� LFr "'\ CVWD DOMESTIC WATER & SEWER Jus u V \ / \ 7 w — Cn ESMT PER DOC. NO. 2008 - 0333031 , , y_- / / `/� / L EXISTING GOLF . Fr COURSE TREE ' c / REC . 06 /18 /2008, O . R . / / ' `/ R ;' / JUS \ r �OFF / L T LINE TYPICAL / � \ -AAC / \ / / - Jus i (,. J / P / Jus . .. ; 12 " DOMESTIC WATER SG / / ' m 9� P r JU� MAIN PER CVWD � \ / / / / Q Q Q \ DRAWING NO. 37460 / / / DF / J S i' / I * FF�` / ` / /\ \ CL A�IC / " P - SG JUS % ; ` \ / , r 7 7 4' 7 \ ` . JUS ' �: / C� P ( i -� Unit F EF , JU BUILDING 15 , , 4 . so /E / ~' U / \ W nw TREE NOTE : / • LFT LLJ �' - \ , ♦ P � / ALL TREES TO BE SINGLE LEADER , LOW BRANCHING WITH SIDE G rr^�� ' ` / / LANDSCAPE ARCHITECT : BRANCHING Ft:: . P ; . / � S / r \ � , , TO REMAIN . PER ARIZONA NURSERY STANDARDS . � ' • ' ' ' : �'�: SG \ / ` SEE SHEET L-5 .02 FOR PLANTING LEGEND / /.. -. � f / �•' / DW ;Ft i L� LF 3 t 41 '' / \ ' r� 0F CAI�F �O FF. T� 4 �� ' PLANT NOTES : ♦ -_ 4 DW / ' / / \ CVWD DOMESTIC ATER & SEWER ♦�-. T ' / ESMT PER DOC . 0 . 2008 - 0333031 1 . PLANT QUANTITY : List is provided for the convenience of the contractor/client and is not intended for accurate bidding purposes . �� Ju ` ,q• Ju J ' ,, ,:. � \ REC . 06 /18 /200 , O . R . SPECIFICATIONS 2 . PLANT ALLOWANCE : The contractor shall provide 2, 500 to be used for additional lent material not indicated on the legend which may be deemed necessaryDv/ Jus A( it by the landscape architect and approved by the owner' s representative . such plant material will be specified and field located by the landscape architect . if � �4 � ` DWOF: OF / � / / / / / SHEET ❑ BOOK ■ this allowance is not used , or is only partially used , the unused portion shall be credited to the owner. FA ♦ S / O / PROJECT MANAGER : TM 3 . LANDSCAPE ARCHITECT : Shall field review all plant locations prior to planting . Plants shall be placed in their intended locations while still in their < �S LF / /� \ \ / DRAWN : CC containers/ boxes . LF / / CHECKED : TM PROJ . N0 . 1628 4 . UNIT PRICES : Landscape Contractor shall furnish unit prices for all plant material and irrigation material when submitting his bid to the owner. IF 1 % \ / / / DATE : 9/ 1 / 16 5 . WARNING : Plant material listed may or may not have been approved by the Agricultural Commissioner' s office . Landscape Contractor, please contact the h ` / / / / Agricultural Commissioner for approval . Plant material not conforming with quarantine laws may be destroyed and civil action taken . All plant material is subject /� / t SCALE : 1 "= 10'-0" to inspection at the discretion of the Agricultural Commissioner' s Office . / / ` , , REVISIONS : INIT . NORTH CVWD PLAN CK. # 1 6 . Mounding : All mounding indicated on this planting plan shall be considered decorative , and is not intended to be a part of the site drainage system . All / � / 0 10/ 13/ 16 DR mounding shall be installed so that the toe of the mound is a minimum of 18 inches from curb or a minimum of 3 feet from any walls and building . Mounding / � i/ SCALE : 1 " = 10 ' -0" CITY PLAN CK , slopes shall not be steeper than 3 : 1 . / / OREVISION 10/21 / 16 TM p GRAPHIC SCALE CVWD PLAN CK. # 2 1 1 /22/ 16 DR 30' 20' 10' 5' 0 CVWD PLAN CK. #3 ® 1 /9 / 17 DR LIGHTING LEGEND CVWD LANDSCAPE APPROVAL �- - - SYMBOL REMARKS QTY. These pans have L egr. ,gviewed by fhe Coachella Valley Waler District in occordance with California Governemnt Code, Section - - TYPE-3 LARGE UPLIGHT KIRK SOMMER SALES #S626-BRONZE-120V-B-ALUM HOUSING 2-PL13 12 65591 et seq . requiring efficient landscape and irrigation deslgn in TYPE-4 BOLLARD LITELINES #TMB540-S-42-FL-120 - ALUMINUM PAINTED FIXTURE 42W FL INSTALL ON LITELINES STEEL TUBULAR POLE. SEE SPECIFICATIONS . 11 yy A T E R c000eiation wish the local governing agency ( City or Counly) , • CVWD NOTE : SHEET NO : Approval of ibis drawing Coy CVWD slc7ff does not consdlute approval TYPE-10 BBQ LIGHT TEKA #PLW-1210/NATURAL - BROWN PATINA 2 10W G4 4 NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR o/ S i R scs to encroach Into dstricl and USBR Rights.ofFOWay . Trees, plans. walls . ® EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR and permanQrll sfriclures of any kind may not be planted orinsialled TYPE-12 POST TOP LIGHT LITELINES 27" DIAM. ALUMINUM PAINTED FIXTURE 42FL INSTALL ON LITELINES STEEL TUBULAR POLE. SEE SPECIFICATIONS . 1 in CVWD and USBR easelT�en1S or righluaf•Way wilhoul first obtaining REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT on encroachrnen ! permit from CVWD. � _ � • 00 NOTE: LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB , GUTTER , 1 . COLOR SAMPLES TO BE SUBMITTED TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PAINT APPLICATION. SIDEWALKS , PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED 2-4 1 2. SEE FIXTURE SPECIFICATIONS FOR ADDITIONAL INFORMATION . WITHIN CVWD AND /OR USBR EASEMENT Date WATE MA AGEMCNT DEI'A NI' 3. SEE SHEET L-8. 00 FOR LIGHTING DETAILS. L43543 CVWD Plan: f,' wVl:Lc7rrMl: Nr S ' VI • 'S Drt'A.Ri4hEPJ1 v - - - - - IV/ bI IF IF IF IV V , as IF / ■ LANDSCAPE ARCHITECTS , INC . o oI I � : ' , " LFT ■ 73061 EL PASEO , SUITE 210 PALM I I I r \I . . P ■ DESERT, CA 92260 1 ' \ ~ ,�; ; e : � • P ■ Q " ( 760) 568-3624 / — , WO X -el) ; : , �. ■ UIL 1 - c� 6 73 5615 FAX � — r \ / r ' . ••. ,a . .: . * . ■ / * 4 � E-MAIL : rga@rga-pd . com II ofI\ I / /� , EXISTING GOLF . ' : �. ' / f BUILDING #15 — I/ I \ COURSE TREE / ` ... ... ............ e I • `. y TYPICAL EF d ;•. + +.+ �•. , � � ' .�:r[n• i , . �• `• C� split aIw ■ we 1 \ \ LOT LINE / :. . • Q p ' � r •`' % : IF / G 'a.: as % L % �• LIMIT OF WORK.......f.. ... .. _ \ ) �� / Dw ..'. ` v LFr �, '' ' : /C ■ / / L-5. 01 so O NATIVE SOIL LFT ' ? �\ ■ C:� ops . ' S ■ ■ �� r LIFT � D� V � ' C / r �� : ► � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � Z \ \ , IF IF � '� ; KEY MAP \ \ / / 1 t LF / L \J \ i , / , , / � • •'^ 1 ram ' \ � ` IF / _ J ` \ \ \ y\ j v IF IF ep •. � . •fir U US �S ! / I ! • man a r / LF / L SEE L 0.00 FOR OVERALL PROJECT KEY MAP � k -F r\ � / 0 Malay I as\ ' / •< ' /AAc J ;" r� �, 12 " DOMESTIC WATER �• LF / % / `J IF \ I 1 - I ; vor � ' / .• MAIN PER CVWD F. / / I1 I t �� DRAWING NO . 37460 ` 4 � \/ \ / � Z w Z W ,./ - US / 4 pr T/ • �• • LF C / / ' Q Q EXISryNGG/bLF :,' ' '' l` ' /mac + j CVWD DOMESTIC WATER & SEWER \ 1 CO)6RSEPLANTNG II 1 J JUS / / " y LF ` / / � � ESMT PER DOC . N0 . 2008 - 0333031 ,:17 ~ Q I / /\ EF `.� / / . +- S � � / � � 06 /18 /2008 , O . R . J Q � / / a/ IF mat 1 / / \ Mill, FT �s 't LF /1 / / •oft 9 .ae , ` i / \ G / � � ` LOT LINE IL ' / .+ . t��•: f' / . '' �• / LF ELF / \ / ' / / / /1 / Z / / /O I /O :. ti �7 ark r Fm IF/ SG / \ / �� / / O �1(/�. 1 1 1 991 IF / LLJ i •+ter New• / . LF / _ / w t. ., • y L �/ p Gj / o;RSEG�EF ! ' ?. : r ; � ' ~- � � BUILDING 15 ' " ' ' 4 � � ' / ' w / „ / Q / / P / � / / / / w T� PICAV V / _� P \ Q / / / /� w Q / 000 me /// = w FVV FIX / - LANDSCAPE ARCHITECT : :It's . ' ., � • . / }.i,. + , . , r.. ;�' . '4 . SG /l. / / / \ \ . .~�+R;� ' f •h�h is t', ' NL NL / � � / NFI. on pull 47 IF 800 60 up :0 Is " on ? p a 0 'IFF. N.,F ow"In 80 % a 8 0, a S Amp IF Fla It `41 argon i r„ .�J, •^� US � � \ � / NL A •a , • :,ti,• .mow\ :':� +a ON . •r / l DW i / / ,ti' JUS / / �'0 ozone * OF Rq+ "� ti ' � ' / ®\ O Q / V ON at go' + o 41 e ' i �, WT JUS / NL ~ .,, .om .E. w . + � I L fTF QQ1� so / � ' S •IF prML, ✓� \ �' NL \ ' ' i 1/F • t ,�. Dw ` 4r EF 0 O p CAL\F / ♦ \ w I � / J I . »: 1 \ F \D\ IF FV �' DW/ 41 \ \ P ® � U/ / MN \\ MN\ \ (LF1 SPECIFICATIONS - LF \ DF \ � \ \ ` LF DW 'i V / /\ \ � / '� l l // \LARD ® � / + / / / \ `- - - - Q EF ,� \ \ Dw / - - - - MN ! \ I SHEET ❑ BOOK OFF ai / ( \ \ i ��f V/ MN FFFFFFFF LF DF LF Y `. ' t • _ , , / t rl� - PROJECT MANAGER : TM I \ I I I \ — 1dN FFM - - - - - - - - i — - - I J f + ' 4IF go ft IVr �W DW v + / / � � /pyy MN N. _ _ _ / — DRAWN : CC VF % DW DW r,,.. .� • - -- - - - - - - �,rl, `• <--- , t, • •! �'• • � \ / / / — — MN -_� � \ ` _ - - - - - - — MN / / � _ 1 I y a . , r ••, • . Ill + ' } .or : .� 4 p/ — _ , Z�J— - - - - - -' _ - CHECKED : TM F � : yJ : t. " t EF \ - - - - �� PROJ . N0 . 1628 o . .a LOT LINE � L R - 4g 2 �� - - - DATE : 9 / 1 / 16 _ LOT LINE LAR - 1.0 - \ \EXISTI GOLF OURSE P NTING a \� \ -- - - -'' IT ' SCALE : 1 " 10' 0" Niii Niiiin loolion iiiii NF`F - - - - - REVISIONS : \ \ \ \ t , _ \ �\� - _ _ - - _ - LIMIT OF WORK , D _ __ _ _ _ ( \ - - - CVWD PLAN CK. # 1 - - - - - - - - - - -- - \ i r \ o XI TINq GOLF \ EXISTING GOLF NATIVE SOIL EXISTING GOLF / \ NATIVE SOILFFF , NORTH 10/ 13/ 16 R \ � / � \ ` CURSE PCA 4111 G COURSE TREE / I COURSE PLANIWGt - -- - -- - CITY PLAN CK. \ ( I « YPICAL (� _ TYPICAL — _ — 1 -- - - - __ - _ _ _ TYPPPI ALA zr ,-' ' SCALE : 1 " = 10 '-0" OREVISION 10/21 / 16 TM GRAPHIC SCALE CVWD PLAN CK. # 2 e 0 11 /22/ 16 DR -�� CVWD PLAN CK. # 3 30' 20' 10, s1 0 ® 1 /9/ 17 DR SEE SHEET L-5.02 FOR PLANTING LEGEND AND PLANTING NOTES LIGHTING LEGEND CVWD LANDSCAPE APPROVAL 0- - SYMBOL REMARKS QTY. These plans have � een +eviewed 0y ilia Coachella Volley water District In accordance with California GUverrlen,nt Cade, Seclion - - TYPE-3 LARGE UPLIGHT KIRK SOMMER SALES #S626-BRONZE-120V-B-ALUM HOUSING 2-PL13 12 65591 ei seq . requiting efficient landscape and Irnga€Ion desIgn In t'J INSTALL ON LITELINES STEEL TUBULAR POLE. SEE SPECIFICATIONS . A T f R coop=_rai'ron with the ror..al governing agency ( City of Courdyl . TYPE-4 BOLLARD LITELINES #TMB540-S-42-FL-120 - ALUMINUM PAINTED FIXTURE 42W FL 11 SHEET N0 : Approval of It,is dlcrwing oy CVWD skiff does not constkiule approval CVWD NOTE : TYPE-10 BBQ LIGHT TEKA #PLW-1210/NATURAL - BROWN PATINA 2 10W G4 4 �/ s f R 1 GS to encrooch Info d 0ficl and USBR highly-af-Way. Trees, plans, walls , and perrnaneril sir rctures of any kind may not be plumed or Installed NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR ® TYPE-12 POST TOP LIGHT LITELINES 27" DAM . ALUMINUM PAINTED FIXTURE 42FL INSTALL ON LITELINES STEEL TUBULAR POLE. SEE SPECIFICATIONS. 1 in CV',ND and t!SBR Aoselnerils or righl •of-wcly wilhoul firsl obtaining an enraachrnenl arm L 5 . 01 EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR permit rfalnGVWh. _ REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT NOTE: LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB , GUTTER , 1 . COLOR SAMPLES TO BE SUBMITTED TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PAINT APPLICATION. 1LI legal SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED 2. SEE FIXTURE SPECIFICATIONS FOR ADDITIONAL INFORMATION . Dale atNA1L tMA AGLMLNI Dfl A tyf 3. SEE SHEET L-8 . 00 FOR LIGHTING DETAILS . WITHIN CVWD AND /OR USBR EASEMENT V L4354"Ty CVWD Plan 1:VLLt�f'tNLiNI 5 itVl , "S DLPi PTMILIJT PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS ACACIA ANEURA MULGA 24"BOX LOW 0.2 3 SINGLE TRUNK O CA LANDSCAPE ARCHITECTS , INC . SUITE 210 PALM L PASEO , S ACACIA STENOPHYLLA SHOESTRING ACACIA 24"BOX LOW 0.2 7 73061 EDESERT, CS 92260 ( 760) 568-3624 ( 760) 773-5615 FAX EUCALYPTUS PAPUANA GHOST GUM 24"BOX MOD 0. 5 6 SINGLE TRUNK, LEADER E-MAIL: rga fta-pd .com AND LOW BRANCHING /1\ PARKINSONIA X HYBRID 'AZT' 'AZT' THORNLESS PALO VERDE 2411BOX LOW 0.2 5 SHRUBS BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS AAC AGAVE AMERICANA CENTURY PLANT 15 GAL LOW 0.2 17 DF DALEA FRUTESCENS ' SIERRA NEGRA' TM BLACK PRAIRIE CLOVER 5 GAL LOW 0. 2 16 O DW DASYLIRION WHEELER] GREY DESERT SPOON 15 GAL LOW 0.2 33 EF ENCELIA FARINOSA BRITTLE BUSH 5 GAL LOW 0.2 11 J HPY HESPERALOE PARVIFLORA YELLOW YELLOW YUCCA 1 GAL LOW 0.2 48 J JUS JUSTICIA SPICIGERA MEXICAN HONEYSUCKLE 5 GAL LOW 0. 2 33 LAR LARREA TRIDENTATA CREOSOTE BUSH 15 GAL LOW 0.2 6 rL LEUCOPHYLLUM CANDIDUM 'THUNDER CLOUD' TM BREWSTER COUNTY BAROMETERBUSH 5 GAL LOW 0.2 14 LEUCOPHYLLUM FRUTESCENS TEXAS SAGE 5 GAL LOW 0. 2 26 < L U MUHLENBERGIA RIGIDA ' NASHVILLE ' TM PURPLE MUHLY 1 GAL MOD 0. 5 16 1� NOLINA LONGIFOLIA MEXICAN GRASS TREE 15 GAL LOW 0.2 7 W SALVIA GREGGII AUTUMN SAGE 5 GAL MOD 0. 5 23 ^ v ) / I� 1 w WT WEDELIA TRILOBATA WEDELIA GAL MOD 0. 5 17 Z z Lu AV ALOE VERA SUCCULENTS BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS F� Q Q 0 MEDICINAL ALOE 15 GAL LOW 0. 2 131 GROUND COVERS BOTANICAL NAME COMMON NAME CONT USE QTY REMARKS Q C0 COBBLE - 3" - 6" ' HICKORY CREEK' 8, 133 SF AVAIL. THROUGH ' SOUTHWEST BOULDER & I CL STONE' 760 328-5877 �� BOULDERS - HICKORY CREEK Q AVAIL. THROUGH SOUTH WEST BOULDER & STONE w ��' PHONE: 760 328-5877 DECOMPOSED DECOMPOSED GRANITE 3/8" MINUS W/ 11 % FINES , COLOR TO MATCH EXISTING PHASES, GRANITE WETTED AND COMPACTED TO A 3" DEPTH. Lu J TO BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN , AND COBBLE AREAS . � U w w w 0 2 off PLANT NOTES : LANDSCAPE ARCHITECT : 1 . PLANT QUANTITY : List is provided for the convenience of the contractor/client and is not intended for accurate bidding purposes . ,4„� 2 . PLANT ALLOWANCE : The contractor shall provide $2, 500 to be used for additional plant material not indicated on the legend which may be deemed necessary � rlxilxi2 � by the landscape architect and approved by the owner' s representative . such plant material will be specified and field located by the landscape architect . if this allowance is not used , or is only partially used , the unused portion shall be credited to the owner. 3 . LANDSCAPE ARCHITECT : Shall field review all plant locations prior to planting . Plants shall be placed in their intended locations while still in their OF CA10 containers/ boxes . 4 . UNIT PRICES : Landscape Contractor shall furnish unit prices for all plant material and irrigation material when submitting his bid to the owner. SPECIFICATIONS CVWD NOTE : 5 . WARNING : Plant material listed may or may not have been approved by the Agricultural Commissioner' s office . Landscape Contractor, please contact the NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR SHEET ❑ BOOK ■ Agricultural Commissioner for approval . Plant material not conforming with quarantine laws may be destroyed and civil action taken . All plant material is subject EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR to inspection at the discretion of the Agricultural Commissioner's Office . REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT PROJECT MANAGER : TM LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER , DRAWN : CC 6 . Mounding : All mounding indicated on this planting plan shall be considered decorative , and is not intended to be a part of the site drainage system . All SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED mounding shall be installed so that the toe of the mound is a minimum of 18 inches from curb or a minimum of 3 feet from any walls and building Mounding WITHIN CVWD AND /OR USER EASEMENT CHECKED : TM slopes shall not be steeper than 3 : 1 . PROJ , N0 , 1628 DATE: 9 / 1 / 16 A , SCALE: 1 "= 1 I 1.0 11 NI LIGHTING LEGEND REVISIONS : ] NIT . SYMBOL NORTH CVWD PLAN CK. # 1 REMARKS QTY, 1 10/ 13/ 16 DR TYPE-3 LARGE UPLIGHT KIRK SOMMER SALES #S626-BRONZE-120V-B-ALUM HOUSING 2-PL13 SCALE : 1 " = 1 -� CITY PLAN CK. 19 OREVISION 10/21 / 16 TM � TYPES BOLLARD LITELINES #TMB540-S-42-FL-120 - ALUMINUM PAINTED FIXTURE 42W FL INSTALL ON LITELINES STEEL TUBULAR POLE. SEE SPECIFICATIONS . GRAPHIC SCALE • 11 CVWD PLAN CK . # 2 TYPE-10 BBQ LIGHT TEKA #PLW-1210/NATURAL - BROWN PATINA 2 10W G4 3 1 1 /22/ 16 DR ® 4 30' 20' 10' 5' o CVWD PLAN CK . #3 TYPE-12 POST TOP LIGHT LITELINES 27" DIAM . ALUMINUM PAINTED FIXTURE 42FL INSTALL ON LITELINES STEEL TUBULAR POLE. SEE SPECIFICATIONS. 1 4 1 /9/ 17 DR NOTE : 1 , COLOR SAMPLES TO BE SUBMITTED TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PAINT APPLICATION. CVWD LANDSCAPE APPROVAL 2. SEE FIXTURE SPECIFICATIONS FOR ADDITIONAL INFORMATION . - - 3. SEE SHEET L-8. 00 FOR LIGHTING DETAILS . These p Gri , [,cave• Ir c 1 . F -Hawn 1 by rl'te r . r ricf±erlu Vnlreiy t" ale[ �- District in occorrJanct will falfumia Governernnt Code, Section - - 65591 et seq. requiring effbcient Iprsdscape and irrigation design to cooperation wi"h Irie acai governifig agency ( City or counly) . Approval Of ihis draw,ng Oy CVWD start does not consfitute approval SHEET NO : to encrooch into district and IJSBR kiAhts-or-way, Trees, plans, wallst and permanent shuclures of any kind may not be planted or Insiatled in CVWD and USfik ensemenfs or righl •of-wdy wilhoul first obtolninq an encroochmenl perrttif from cVWr), . . L J L I C • O n d 1 Rafe WA1L ' MA AGtiPnLN1' pEl°.A �n7f L43543 CVWD Plan f,' i:.VL•i.c:)f'tvlletir >5 1 I . 'S IJI:PfiRU.M1EM1IT D p DID O b�g °41D ° , ' p6i° LANDSCAPE ARCHITECTS , INC . 0 D �b D F BbDD PLANT SLIGHTLY ABOVE 73061 EL PASEO , SUITE 210 PALM (LSD D go° 69h� a �' I d • ° D D p SOIL LEVEL R1pD � D q° �QD0�1 �- BOULDER DESERT, CA 92260 D aa � ODeb KEEP SOIL MOIST NOT W — PLANT PIT DEPTH OF ROOT BALL ( 760) 568-3624 060 p qa DD PO OD COBBLE IN ( 760) 773-5615 FAX D�Dg �_ �D 6660 E— DEPRESSED GRADE MAIL: rga@rga-pd .com UNDISTURBED NATIVE SOIL . FINISH [r /� CUT OFF TOP SECTION OF PLANT PIT 2 TIMES DIA . OF ROOT BALL GRADE rl ? STAKE DAMAGED BY HAMMERING N < TREE TRUNK o �+ CINCH TIES OR EQUAL AROUND TRUNK AND POLE — III_ VARIES - III II III - 0 8Y 2" 1 REDWOOD 12" PAST VINE BOTH SIDES TYP , III — III III III III— III III III III —III — r� STAKES S OR LODGEPIEPINE POLE � ALL NATIVE PLANTS SHALL i WALL ANCHOR AND SCREWS BE BACKFILLED WITH III — III IIIIIIIIIIIIIIIIIIIIIIII — III IIIIIIIIIIII — III z Q WITH 18 GAUGE GAL WIRE NATIVE SOIL ONLY — IIIIII — III IIIIIIIIIIIIIIIIIIIIIIIIIII — III III — III- J — TYP . SOIL MIX FOR SUB-TROPICALS : _ 0 0 2/3 NATIVE SOIL — III — III IIIIII l ,, III N WATER BASIN . 1 /3 KELLOGS NITROHUMUS N SUB GRADE FINISH GRADE NOTES : � `/` 00 W ICY v Wemmmm ROOT BALL ° - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE . 0 Uj BACKFILL MIX: (SEE SPECS. ) yj ° - BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. V) (. (10 UNDISTURBED NATIVE SOIL - PLACE AS NEAR AS APPLICABLE TO PLAN , FINAL LOCATION W C) w0 PLANT PIT 2 TIMES AS WIDE AS ROOT BALL N ° ° 0 ° TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. 0 PLANT PIT AS DEEP AS ROOT BALL 7 J NOTE: A 0 L 1 . ALL NATIVE TREES AND SHRUBS TO BE co 0 VINE Q BACKFILLED WITH NATIVE SOIL ONLY. ab 00303 2. SUB-TROPICAL TREES SHALL BE PLANTED WITH FERTILIZER TABLETS NOTE: STAKE DETAIL ONLY APPLIES FINISH GRADE (SEE SPECS . ) TO STANDARD TRUNK TREES . '� v J DOUBLE STAKE TREE DETAIL SHRUB PLANTING & VINE ESPALIER DETAIL BOULDER AND COBBLE SWALE DETAIL W 24" BOX PLANTING NOTES w J F - H I PLANINQ PLANTS ARE DIAORAMMAn CLARITY FOR CLA tTY OF FEADNQ PLANTNQ 18 TO � LU BE ADJUSTED N FBA AS NECE851M. LU O 2 PLANT OU ANRTY LIST IS PROVIDED FOR THE CONYENEME OF THE % \ CONTACrOR/CLENT AND 8 NOT INTENDED FOR ACCURATE ®DIM PIiPOEM =i Ili I`�t V V CONTRACTOR SHALL 13E FEWONSISLE FOR PROVIDING PLANTS AS NCICATED ON ,f THE PLANS I� a MOUNDING AND ROUGH ORADE TO 1110 Fr. TO BE PROVIDED BY OTHERS F7RlSi \\1� GRADE TOBE PROVIDED Sr LANDSCAPE CONTRACTOR LANDSCAPE ARCHITECT : 4 IF ED ALONG N THE OCCURS IME1ADJA LIK T TO BNTROT OR WA IONICA RUNOFF. S SHALL BE FOFIIT� ALCNQ n�E STREET oR WALK TO CONTROL ISRIQ4noN RW OFF. 6 SEFOFE ANY PLANTS ARE LOCATED, ALL RANTED AFEAS ARE TO BE GRADED N -� AN ACCEPTABLE MANNER TO ASSURE POSTNE DRAINAGE.. 0. SEPARATE ALL ANNUAL AND SmROGROUNCOVER AREAS FROM LAWN AREAS WITH HORIZONTAL PLANE HEADEFRBOAFD AS SPECIFIED 08 APPROVED EW LANDSCAPE ARCHITECT. Q 7. VVFf3E CgClMBTANCEB F'6#Ii, DO NOT PLANT 71� CLOSER THAN 8 O1vE !!�� PRUNE FRONDS BELOW FEET) TOAN ®GE OF: PAMINKk HEADERBOARDOR ROOF LINE ANY TREE RANTED 1 HORIZONTAL PLANE WmiV S OF HAFceOAPE SIMACE DOE OF SIDEWALK, WALLA CURBS, ETCJ MUST PER ISA STANDARD HAVE LINEAR ROOT SARAEFR INSTALLED AT TIME OF PLANING PER MANUFACTUIWS SPEC19CATIONR EXCLUDING PROJECTS N PALM DESERT PER DRECTNE OF CRY Uj, r� PALM DESERT LANDSCAPE MANAGER (SEE DETAL) 'PF A Q DO NOT PLANT SHRIKE CLOSER THAN V (THREE T$T) TO AN EDGE OF PAYING OR 0 (C O NEADE RBOAFD, OR 30• FROM LANDSCAPE LJQHT FlXTUFEB F CAIU R REMOVE EIPALENED PLANTS FROM THEIR R TRANNQ FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS N THE SAME PATTEIN THEY HAVE BEEN TRAIL. 10. F REQUIRED, THE OWNER OR OWNERS 11EPI MBITATIVE SHALL SUBMIT PLANS TO THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR BULDI'F° P61w M SPECIFICATIONS iL SEFOFE BACIO LLNQ THE ROOT BALL, WATER of PLANT N THE HOLE AND THEN PROCEED WITH SACI03LNQ ❑ LIGHTING NOTES SHEET BOOK L ALL WOW AM MATERIALS SHALL COWOFWTOIOCAL CODES AMAM PROJECT MANAGER : TM SUBJECT TO APPROVAL W THE LANDSCAPE ARCHT ECT OR OTHER ATNE OF OWNER 2 ALL L IGIHT F IXTURRE LOCATIONB APE SHOWN dAciRaMMATICALLY ON THIS RAN DRAWN : C C ACTUAL LOCATIONS 84ALL BE DETS#Ir® N THE FAA AID APPROVED Of THE LANDSCAPE ARCHITECT AFTER TREES HAVE OEM PLANITM CHECKED : TM a OUANTITES LISTED ARE FOR THE OOM IENEINCE OF THE CONTRACTOR ONLY AND AM NOT INTENDED FOR ACCURATE BIDDING USE CONTRACTOR 8 RESPON8ELE FOR PROVDNO LIGHT AS INDICATED GIN THE PLANS PROJ , N0 , 1628 4, ALL LIGHT FKrL EE8 SHALL BE LOCATED AT A MINIMUM OF 5 (FINE FEET) FROM TAMP & WATER-SETTLE POOL, &°k LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH ARE INSTALLED WITHIN tG' (TEN FEET) OF WATERS RAGE TO HAVE GIRL DATE : 9 / 1 / 1 6 WHILE PLANTING Q INSTALL CONVBNBNICE OUTLETS AS LOW AS LOCAL CODES PERRMIT. a INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING TNG ARES 80 AS NOT TO NITRE WITH PLANT HOLE EXCAVATIONL CONDUITS N THE WAY OF THREE SCALE : - HOLM SHALL 0= RELOCATED AT NO EMU CHARM 7, LIGHT FTXTU ES AM TO BE LOCATED NO CLOSER THAN ? (W NMM FROM I N IT . FINISH GRADE THE FATE OF PAVNG AND LAWN AREAS. REVISIONS : R. INSTALL PHOTOELECTRIC SWITCH WITH TU34 S UTmOFF. MANRIAL OVERRIDE CVWD PLAN C K . # 1 SWITCH TO BE LOCATED PFRIOR TO INSTALLATION COORDINATE LOCATION OF 10/ 13/ 16 DR BxIrrCHEe WITH OWNER1 VARIES A ALL LtOHIT FDnU: E� TO BE NSTALLFD PER MANLFACTLF99M 85ECFf ATKM CITY PLAN C K. BACKFILL WITH NATIVE SOIL � � AS LOW AS E° SC� (IM FOSS" WITH" REVISION 10/21 / 16 TM 1L ALL CONDUIT TO BE SDH 40 PVC WITH GALVANIZED 90 RISERS USE BELL SA CVWD PLAN C K. # 2 GIALVAICIED STEEL. LL LISTED SEE HEIGHT OF PALM UNDISTURBED NATIVE SOIL PNECSPEp9CAT M ExTERORBEZOWGRAODJ!<R�:TIONBODESLORAe PER 3 11 /22/ 16 DR T2 ALL CRQRTM SWITCHING AND OONNECI OW TO BE BY ELEcrRICAL CVWD PLAN C K. # 3 ROOT BALL OONTACTOR LF3{TM PLAN INDICATES FD(TURE LOCATIONS OMLY AND 18 NOT ® 1 /9 / 1 7 D R 2 x D IA NTF3'D® TO BE AN ELE nllCAL RAN OF ROOT BALL CVWD NOTE : CVWD LANDSCAPE APPROVAL 0- - - NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR mere pans have Erie r teviewed by the Coachella volley waver EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR Disloclrn accordance with C'alirornloGovernernrit Code, Seclion - REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT 6559E ei seq . requiwig effilrient landscape and irrigation design In LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , CURB , GUTTER , NT cooperation with the loaaIgoverning agency ( City orCountyl . SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED Approval of this dravhng ray CVWD staff does not constitute approval SHEET NO : WITHIN CVWD AND /OR USBR EASEMENT �rsTRlcs to encroach Into district and IISBRRighis� or-Way. Trees, plans, wolis . and permanent struclures of any kind may no] be planted or Installed TREE NOTE : in CV'A'D and USBR eosernerlls Or righleofvwdy wilhoul first oblolning anencroachmonipvmil from CVWD, I _ L • 00 FALL TREES TO BE SINGLE LEADER , LOW BRANCHING WITH SIDE BRANCHING LU112,4111 REMAIN . PER ARIZONA NURSERY STANDARDS , Date a WA IL ,MANAGLMLNI DEPA NI PALM TREE DETAIL - NON SKIRTED L43543 CVWD Plan t' F-'%1 L0l 'rv1LNT 5ATVILS IDLPAPDAENT Fee Feel' ell LANDSCAPE ARCHITECTS, INC . ■ " UIL © ,•, ___ - �' 73061 EL PASEO, SUITE 210 PALM ■ 6 " " - ( DESERT, CA 92260 ■ ; 0 . 0 17I ( 760) 568-3624 ■ t G� b.1 b3 %.t bA to to bA ( 760) 773-5615 FAX ■ E-MAIL: rga@rga-pd .com 0 b2 U% b i b.t bsIF& ` bs'"'�ba bA bA \bA bA_fi ■ IL ;13 `�iMi •, �1.L.,, ,b�`0 '� k.2 bA `\� bA bA b\� bA LIMIT OF WORK - - - - � :. t ba �bs �. i to to 0.0 1.0 bA b.0 II FIF"Ill 3 bA to %A f b.0 to % OA bA OA bA bA O c / Free j 0 O i (( 1 / \ b / OA bA bA to OA\. bA bA b�f b.t BUILDING #15 - - - - - �. . . . .� O IL N� a z J L bA rr' b,O' bA bA 1i a j X ' b 0 b.0 1.1 014 lot Q - QC o A 11 5o bA / au j4.0 }lo bA ba �• 9 19 b.l I-- U ■ - - _ _ _ ■ ` '' j / BUILDING 15 r ° � / U � b.t bA j % bA bA /r bA bA U b2 b2 � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1! ! % j t ji / LLJ w KEY MAP OF 2,1 1.2 , � , ; A to bA ; bA bA C`� O ''Iry y` "j jF. LU W Z W SEE L-0.00 FOR OVERALL PROJECT KEY MAP sa% fr ' ® p Q f 08 is 02 ,! bA b.0 bA • b.0 bA 9�b OA bA T\ C F,,1 J 0 F- bA "%o i 1 0.1 R 1 j bA to bA bA bA , / OA 10 bA ,r� ba jbA 0.0 'b.0 ;'/ ` b� r , 0 O IF S Z A b,Q, %/ to 1fAY 91.0 Y7A / r bA bA b.l ,:' boo bA ^_ to bd bA j � d I b.0 ba %A b2 bet jIF V) bA wx f1 b.0 bay i� to bA % bA 6.1 bA 1 0.8 b.i w f f, if le IF 3: Demo b /$A to to IF to bA bA lot b.b FF%., b2 %.1 10 w j• f Ali / .,•• \ U to b�/ b.0 to bA f ,- bA to b/� bA too bA %.t %.t V1 0.�.• too =LLJ flf j; v� � 91A bi /F.1 bA bA bA boa Aa bA ba --�ri bs b3 bet b 6� AIF bA, rr ( , BUILDING 15 ti b1 `ti1.1 b.1 � jbA bAf' b.1 b2 J6s�;'�b:1 b2 ` ` ma ' s, b.t bA 1.0 LANDSCAPE ARCHITECT: lie IF b.1i AA 32T r!� bA ;`bA lot bag/ a b.a but b�+ `1 ba b.i .bay'/ // Fill , 'bA bA to ba i b3 bi %A bA 10-0 � bA ^� OF b.0 � 1 b.l i 0.1 bA V 1.1 ba - `5A ' bA 0 l` j bA bA bA OAFIFIV �,7 �Oii 02 OA �10 r 0A OA OA 'Fop \ \ ee bA_ bA U b.0 bA b.0 Is O y 2 \ ,`�3•�,, 0�0 '' 0.0 bA SPECIFICATIONS SHEET ❑ BOOK E PROJECT MANAGER : TM DRAWN : CC CHECKED : TM PROJ , N0 . 1628 DATE: 9/ 1 / 16 SCALE : 1 11=20'-0" REVISIONS : INIT , Luminaire Schedule QCVWD PLAN CK. 0/ 13/ 16 DR Symbol Qty. Label Arrangement Lumens L,LF, Description CITY PLAN CK, 0 9 Bollard Single 3,200 OREVISION 10/21 / 16 TM CVWD PLAN CK. #2 11 /22/ 16 DR CVWD PLAN CK. # 3 ® 1 /9/ 17 DR Numeric Summary A , 0- Label C, alc Type Units Avg. Max. Min. Avg./Min. Max./Min. Calc. Points Illuminance Fc 0. 18 3. 1 OA N .A. N .A. NORTH SHEET N0: SCALE : 1 " = 20 ' -0" GRAPHIC SCALE -- �I L - 6 . 01 50' 40' 20' 10, 0 PLANTING AND IRRIGATION MAINTENANCE SCHEDULE ? Landscape shall be maintained to ensure water efticienoy. A regular maintenance schedule shelf include but not be limited to IL Maintenance NOTE : NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS . CVWD cheddra adjusting and repairing irrigation equipment; resetting Hie automatic controller. aerating and de-thatching turf areas WILL N 0 T B E RESPONSIBLE F 0 R REPLACING AND /OR MAINTAINING replenishing mulch: fertilizing pinning, and weeding in al landscaped areas A The Contractor shelf be reeponable for the cost of cleaning, repair, acWment and replacement of irrigation system components, with the exception of hWlon controllers and badddow protection devices, Including the following dens ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED ? whenever possible, repair of irrigation equipment shall be done with bins originally specified materials or their equivalents, Plastic Pipe OVER DOMESTIC WATER AND / OR SEWER LINES , ZA LANDSCAPE ARCHITECTS, INC . PLANTING Remote ControPlastic Pipe l Valve Wiring 73061 EL PASEO, SUITE 210 PALM 1. ANNUAL COLOR/GROUPDCOVEf AREAS Remote Control Valves DESERT, CA 92260 Manuel Control Valves A Shrub and groundcover areas shall be tied only prior to pre-emergent application but raked and edged weekly or bF month ly Quick Coupler Valves 760) 568-3624 Sprinkler Heads and al shal debris removed from the areas that day. Groundcover l be kept neat in appearance and within the intended area Valve Boxes 760 773-5615 FAX of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed grande) eye needed E-MAIL: rga@rga-pd . com B. Keep shrubs and g-ou,ndcover neatly trimmed away from sprinkler heads to allow for their proper operation and normal B. Replacement of any item shelf be with an item of identical design, unless otherwise specified in writing by the Landscape Architect spray pattern. Groundcovers and vines shall be trimmed back from shrubs, trees and private property fences, as 1. The following specllcatione are provkled for replacement of plastic pipe, and plastic pipe fittings. necessary. Trim and edge to maintain sidewalks and cubs free of plant growth. a. Plastic a shall be polyvinyl chloride (PVC) of the schedule or dads s 0 LI__I PIP P hM Y1 specified on the irrigation plan. II. WEED CONTROL b. Plastic pipefittirgs and connections shall be PVC Schedule 40. ---I Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a 2 The Contractor shelf inspect and examine the ration system while water is on twice per month. ~ O monthly schedule. Weed Infestations of the shrub and grou\dcover areas, I severe, may be controlled by a commercial U 1ti�Idde by staining written permission from the Owner. Such pertriea"non shelf depend on the Contractor submitting to the 3. Any part of the system not functioning normally shall immediately be cleaned, adjusled, repaired or replaced, w w —J thewing bmiou-rtmation: A The exact location(e) where the herbicide is to be used. A Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth CL J 5. Automatic controllers will be kept locked at all times. V) c , B. Verification that the herbicide has no harmful effect on desirable plant materials, z v Q CLEAN UP LU Lo C. The herbicide wi be applied at the manufacturer's Inshinflon for application. U Bermuda grass Infestations of the shrubs, roundcover and slope areas, I severe, should be I. The Contractor ehal be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cane, ~ w 9 gsprayed out and 'weedeaten'. glass, dry, etc. The Contractor shall be responsible for trash removal from the efles. TREE NOTE W w V � C� W IL Contractor oral remove all debris resulting after from the maintenance operations and depose of fl off-site. AN grass dQpings deposited on ALL TREES TO BE SINCLE LEADER, LOW BRANCHING WITH SIDE BRANCHING V Z W IIL DISEASE AND HARMFUL INSECT CONTROL roadways or wake ehneul be picked up after each mowing or trirrni>g operation. TO REMAIN, PER ARIZONA NURSERY STANDARDS, UJ W Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of ouch is found, a report shelf II. AI debris resulting from any of the Contractor's operations shelf be removed and disposed of legally, at the Contractor's expense. No ® Z ® � immediately be submitted to the Owner. The report shall include debris wi be allowed to remain at the end of the workday. NOTE Z 5 Lu N. All walkwayswill! be kept clean and care shall be taken not to creels unnecessary hazards to the walking surface. TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND A Exact locatlon(e) where disease and/or harmful Insects are prevalent. m V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT J z B. Contractor a opinion of the type of disease and/or insect of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the OR RKY-IT-0E-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. Q C. Contractor's recommendationsfor control and elimination of disesee and/or harmful insects landscape area. L. _ MISCELLANEOUS ^LC M. FERTILIZATION THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF LL L I. The Contractor shall furnish and pay all costs for the following material COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED ® V) A. G mereJ ® w Re tcidee,system pace and fungicides LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A � z and times shall is iport, iF dry, pelletized formation, as specified, Application oral be in accordance with Indicated rates Irrigation e"' p� WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE and times in soil report. Tree stakes and Ilse ' I— AI d tools arid equipment to complete the work specified PROJECT . THE LANDSCAPE ARCHITECT MUST BE CONTACTED , AS PER Q U B. Method of Application Ali damaged by the Contractor materialsPlanif Annual THE SPECS , ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE w U In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid Lee Overseed'ng THE INSPECTION AND WATER AUDIT . _ o of cyclone spreaders which tend to throw materiel into paved areas, etc. Use gravity flow spreaders when possible to keep � Ili material contained b► planting areas. C. Timing Application LANDSCAPE ARCHITECT : When climatic factors may cause problems of general contaiment of fertilizer materlale, adjustment of the fertilizer City of Palm Desert Landscape Inspection Schedule schedule may be necessary. Avoid application of fe ilizers prior to forecasted rainy weather, etc., which mghl affect 1 ) Sleeving / Grading ' stability. After fertilizer appicaiioR monitor watering schedule to eliminate runoff of fertilizer materials in solution. a . Sleeve diameter, type , depth and location g� � b . Soil surface drainage , elevations and trash ( including weeds & rubble VIM2 D. Trees and Shrubs 9 ( � 9 ) � An agricultural sole test and sole report must be completed prior to landscape installation. soil amendments must be 2 ) Plant Material (trees & shrubs ) Installed per soil report recommendations using locally sourced material a . Condition b . Type '�� OF CAl\E00 IRRIGATION SYSTEM c. Placement L Operation 3) Final A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor, a. Irrigation : SPECIFICATIONS Application rates willbe based on the irrigation water use sd,edtle. The irrigation syete 's water use schedule anal i) Valves, boxes and wiring g monitored and adjusled accordingly to maintain efficient use of water being applied, ii) Controller operation and schedule SHEET ❑ BOOK iii) Sprinkler, bubbler and/or drip emitter type, B. in determining rates of application, soil type, topography and weather condition will be taken into conideration. The flow rate and quantity per plant PROJECT MANAGER : TM project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time iv) Overall operation will slow for proper infiltration and thereby mimnhize runoff, v) As built DRAWN : b. Tree staking C. Contractor shall tun off all controllers when it is unnecessary to irrigate due to adequate rainfall. c. Overall CHECKED : TM D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operatiorL PROJ . N0 , 1628 E. Contractor will avoid menial activation of automatic vawea. Irrigation Water Use Schedule by Month DATE : 9 / 1 / 16 F. Contractor will keep system in operation by valve or head adjustrnent to keep all systems operating at manufacturer's recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. (This irrigation Schedule IS 8 guide per CVWD) SCALE: G. Contractor will be resporsble for hand watering any areas not provided with an Irrigation system, or any area resulting from ;Spray Heads Bubblers and Emitters [ NIT. the physical breakdown of the irrigation system. REVISIONS : Lawn irrigation days per week, by month Tree + shrub irrigation days per week, by month QCVWD PLAN CK. # 1 1 10/ 13/ 16 DR Jan, Feb. Mar. Apr, May June July Aug. Sep, Oct Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. CITY PLAN CK, 2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2 REVISION 10/21 / 16 TMCVWD PLAN CK. # 2 11 /22/ 16 DR Spray type head for lawn (in minutes per irrigation day) by month � CVWD PLAN C K. #3 Bubbler type head for trees (in minutes Eer irrigation day), by month 4 Jan F-eb. Mar. Apr. May June July Aug. Sep, Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep, Oct. Nov. Dec. 1 /9 / 17 DR 3 5 8 10 10 10 10 10 8 6 7 2 Low. 10 16 20 28 36 40 42 34 30 20 14 8 - - Rotating tvoe head for lawn (in minutes per irrigation day) by month Emitter hpe head for shrubs (in mbtutes per irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. Jan. nab. Mar. Apr. May June Jury Aug. Sep. Oct. Nov. Dec. SHEET NO: 12 22 35 42 46 41 41 40 32 27 28 9 Low. 12 16 24 36 42 48 48 42 36 24 18 12 L - 7 . 00 Contractor to provide an irrigation echedrle for this site, faking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week, and month Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated NOTE : NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR REPLACING AND /OR MAINTAINING ANY DECORATIVE CONCRETE AND / OR LANDSCAPING INSTALLED OVER DOMESTIC WATER AND /OR SEWER LINES . LANDSCAPE ARCHITECTS , INC . 73061 EL PASEO , SUITE 210 PALM p 0 � o ° � 0oo U° DESERT, CA92260 Q ° 0 np0p ( 760) 773-5615 FAX o p 0 ° v °OQ0°pp �0, ,°� a �Q D 0 O O O �QQo� O E-MAIL: rga@rga-pd . com 0 O `b °�� 00 0 O�° 0 Q -� ��qp o`Qo OQOlJO 0 p //ado 0 00 °°�0 ° ° ° ° rL....�— OQ0 �q 000 OoN o B �° p0 ° g� ocr, Q r� 0 Uo 000� � 00 pQ°Q� ° �p Op cs °�o� U ° O Q 000 0� 0 � OJ-o o oa o 0�B °U0co STEEL POST qq Q O u 00 °� 0000 ° o° ° Oao °� 001 p0pp ®� I � 8„ X2- 1 /2" J 8� � o ° 00 ° 00N0 0 �Q p0 �' ° 0 R 0 'Ito PURLIN J gQQ° 0�� d o o° � p0 °� °0 0 0 ° 0 ° 0 � 0 O�ll 0 `� — ° ° �� ° °O o0 °° o ° Mountie Bracket - MB o0l 0 oy0 0 � ° 0 �''r� p0 MOUNTING < a° p p TREE 8" MIN . U° BRACKETS WITH SHRUB OR ACCENT SELF TAPPING J SCREWS — W ry SMALL/ LARGE Q V � UPLIGHT _r . 7 Ly L J W z w0 HARDSCAPE HARDSCAPE III 11 \\%/ /\\/\\/24 CL 8„ MIN co //\\\ \��/\�/j� > \ L � ' /j�/ 24" � SEE SPECS FOR FURTHER J��—LA — W NOTE : MOUNT FIXTURE ON PERMA POST . J > SEE DETAIL THIS SHEET INFORMATION . > w UPLIGHT TYPE # 2 AND 3 N . T . S BOLLARD TYPE # 4 N . T . S CARPORT TYPE # 9 N . T . S LU w o LANDSCAPE ARCHITECT : STEEL POLE SMALL UPLIGHT �A9rF Olt CAOFC��` � SIGN SPECIFICATIONS 2 ' MIN . PERMA POST # S3H BRONZE SHEET ❑ BOOK ■ SMALL UPLIGHT PROJECT MANAGER : TM 77 / 7/ DRAWN : CURB \ " \��/\�� CHECKED : TM HARDSCAPEIT IQ Is \\ PROJ . N0 . 1628 IA / / / / % / �\ \\ \\ \\ \ \\ \\/\\/\\/\\/ / \/\/\/\/ `\ \\\ \\\ \\\ \\\ \\\ \\\ \\ DATE : 9/ 1 / 16 /, //i /i / / �/ / / //. �// / // // // // // // // /i " MIN .36 8" MIN . \\ \\ \\ \\ \\ \\ a SCALE : j INIT .j \ �\ .\\ , //\// /\/j\/j\/j\ //\//\/j\\ CVWD P LAN C K. # 1 10/ 13/ 16 D R CITY PLAN CK . REVISION 10/21 / 16 TM 24" CVWD PLAN CK. # 2 SEE SHEET L-2 . 00 FOR SPECS AND NOTE : MOUNT FIXTURE ON PERMA POST . 0 11 /22/ 16 DR FURTHER INFORMATION , SEE DETAIL THIS SHEET CVWD PLAN CK. # 3® 1 /9 / 17 DR POST TOP LIGHT TYPE # 12 N . T . S SIGN LIGHT TYPE # 13 N . T . S PERMA POST DETAIL N . T . S � - SHEET NO : L - 8 . 00