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HomeMy WebLinkAboutThe Colonnade - 1_1 U L1J ' 2 Q R P L A LU CL Q t;) 70390 Hwy 111 Suite A z Rancho Mirage Q CA 92270 -� email: infoCrpla.net ...i 760.324-2682 W 760.202-7012 fax www.rpla.net _.___ ' WATER CONSERVATION CONCEPT STATEMENT ' a Consulting - -- -- Residential design I � ----- 0 Commercial design Project Site:Palm Desert 73-399 EL PASEO DRIVE Tractor Parcel Number: ;627-251-003 Q ca. lic.4275 Proj* ect :,- - ..... _.__......,___......._._............................._._...__....................__......._..__.....__.........._...._.._....._........_.....__....._:._...........h...,.,,...._.....,,......_..................__._................._..._.+._....._......_.._....._.._......_....._.._............._____...._.................-.. Project Location South west corner of El Paseo and Lupine Lane I Landscape Architect/Irrigation Designer: Rand PumelLandsca a Architects PN�SCgpF ? Y _ _ Q� 4 _._.. _ U R N E 'Q Included m this project submittal package are (Check to indicate_d completion) �- ....,. ,__,,,, ._. _ _... _. .._._.._. .. ....... .................__............... .. u X 1 Maximum Annual Applied Water Allowance: Cn sl ata. Conventional Landscaped 37.47 i CCF 12-31-07 ._____�. __......____..... ....__.,... _ Renewal Date S�3 Recreational Turfgrass Landscape _ _ 0'CCF 1103/07 ' =I A ID Maximum Annual Applied Water Allowance 37 47CCF JJ� Dat< ....._. _ .. _..................__.__..._..__......_. TF € OF CAl-�F� X 2 Estimated Annual Applied Water Use by Hydrozone: _ Turfgrass Hydrownes _ 0'CCF Recreational T ............. ._r_ ... - EL PASEODRIVE7urfgrass Hydror7ones O CCF I j+Very Low Plant Hydrozones 0 CCF I +Low Plant Hydrozlones: 15.37 CCF I +Medium Plant Hydrozones: l 1.63 CCF PALM DESERT., A . _ l+ Plant Hydroaones 2.33 CCF +Water Features: 0.23,CCF =Estimated Annual Total Applied Water Use 19.561 CCF .�. _ ._e ..m _ _.. - m �n l APN # 2 -2 1 -0 x i3 EATAWU<MAAWA - _ - � 03 X i4 LandscapeDesignPlan PARCEL NUMBER NOT AVAILABLE _ APR X 5 Irrigation Design Plan I 2OQJ NA i6 1 Grading Design Plan ....... ......... .._ _ 1 NA 7 Soil Chemical Analysis(optional)_.....................................__....._........W __ ............_.._.......... __._ ._ . ____ . ._ ._.______ __ ....... f_LC)iy l r Description of Project: The design objective were intended to achieve is a water,i3'r i , TT: R O :C ACTOR FAH _ conserving landscape for The Colonnade through the proper use N of drip irrigation. W � CV - W rn _ c ; Date: 4anuary 25,2008 Prepared by Michael Fitchorn _ L COR4MENCE WITHIN - - C � � 2 D� W z U) � w O4< � _ J W v� p w o APPROVED . Vicinity Ma � UFINAL LANDSCAPE p OAT6S•12,'V CKAGE p W W -- W M J LAN MQE UWGEk � ° = M ^Q RAMON RD tin U fl. � Gay specifications li t book ❑ CU _.= See o0 a „ x GEP" FORS DRIVE l O I oa Project Information Sheet Index FRANKsWATRA �. � oo �, � Owner Civil ro .,� COUNTRY CLUB DRIVE O O O O 1-0.0 COVER SHEET J >- - RANCHO K CORRIGAN JOSEPH E. BONADIMAN & ASSOCIATES MIRAGE E E E E 210 E. OLYMPIC BLVD. 234 N. ARROWHEAD AVE. 1-1 .1 CONSTRUCTION PLAN 0 0 p LOS ANGELES, CA. 90015 SANBERNADINO, CA. 92408 PALM FREDw7ARIlVGLU z Phone 909-885-3806 1-1 .2 CONSTRUCTION PLAN DESERT Fax 909-381-1721 HWY. 111 CONTACT: JAY GUNTHER O CDN z Architect LANDSCAPE ARCHITECT L2.1 CONSTRUCTION DETAILS 04DIAN WELLSo w = z� Jz LULU LU Z RANDY PURNEL LANDSCAPE ARCHITECTS L3.1 IRRIGATION PLAN Project Location �� ° Q- o00 PR530 SAN PABI O AVE.ARCHITECTS 70-390 HWY. 1 11 SUITE A J uJ_ � PALM DESERT, CA. 92260 RANCHO MIRAGE, CA. 92270 L3.2 IRRIGATION PLAN irZ ~ LU Phone 760-779-5393 Phone 760-324-2682 � CDz z Fax 760-779-5395 Fax 760-202-7012 L4.1 IRRIGATION SPECIFICATIONS LA CONTACT: DAVID DRAKE CONTACT: ED BAILEY Co QUINTA L4.2 IRRIGATION DETAILS �S�DE APPROVED �� L5.1 PLANTING PLAN drawn mat L5.2 PLANTING PLAN BY: � proj. no. 0715 DA �[v These plans hove been reviewed* by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, date 11/13/07 L6.1 PLANTING SPECIFICATIONS G�.0 _ten\CJ� 65597 et seq. requiring efficient landscape and irrigation design 10.8, Section esign n cooperation RAC Gp with the local governing agency (City or County). scale AS NOTED *Approval of this drawing by CVWD staff does not constitute app oval to L6.2 PLANTING DETAILS encroach into district and USBR Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right—of—way without first obtaining on encroachment permit from CVWD. sheet no. L7.1 LIGHTING PLAN o DATE LOsO WA TE AIANAf'EMENT SUPERV190R DIAL Two WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 APUBLICSERVICEBY D L ENT S CES SUPERVISOR UNDERGROUND SERVICE ALERT 1 Of 12 G:1ProjectsMe Colon nade1CD10715-L0.0 Cover.dwg,2436,4771200811:02:14 AM,mfftchom,Adobe PDF 300DPI.pc3,1:1 _.z: U PY-1 T� 7 7 11 7 19) PA (3 C) P2 P P2 N IATCH LM 000N M U III WIN -W—V. 0 0 MEN 0 1111111 0 11111111 0 Jim mlc� S 0M 0 wimi 0 M M OR SLY R P L A W S U 70390 Hwy 111 Suite A ........Is... Rancho Mirage 'Ile At 0 CA 92270 P2 F2 0 < Ile- email: lnfo@rplo.net 41,1, 0. PI 760.324-2682 nM4. A� LU k1ATC LH41F, 760.202-7012 fax 0 It 0 0 MW Ems z PA PA www.rpla.net PA PA MY IL Consulting 1121-011 PA A'a/ >_ Residential design ..... FA Commercial design �\AL —00 �,INWF, ONO ALIGN TO EDGE OF COLUMN PA ......... Pr ca. lic.4275 PI 12 -7 77 7­7 41 z ..... WAR 5 W2 MECH_ .2. ALIGN TO EDGE OF COLUMN L A. L----------j 0 Pi 0 DKAPe Is............................. Z� �\3RN 'SLAB EL. 242.50 X 6 TENANT NO": 7 1411 SQ. FT. -0 PI 12-31-D7 .......I .. .......... A PA R�ewai Date —on 11/13107 ............ 0 .I...... ......I.. .. ...1 1...AM, iA I Now", . ......... ALIGN TO EDGE OF COLUMN U,�� Date PA OF C A\ M7 PI Ile ALIGN TO EDGE OF COLUMN IL I ARGEMENTOF PA on WATER FEATURE . ..... / ENL ENANT N of I-Olt SCALE: 1/4 Q FT:'!zIii�!��:,,­",,�, 1,149S SLAB EL.­,242.5& ......... A Is... ..... n .. ..... . .. ....... . KEY SIZE LxWxLxWxW FINISH .......... PA A Is—ON q'L X q'W X 7'L X 8%X CORTEN NATURAL 'RU5T' @ 'RU5T' I W66D 4 7 C2 0 12'L X PA CORTE D .. .... PLANK @ 1q*L X 19 10 M A 18'H 2 23'L X X 24%X 16'W CORT (�4) EN NATURAL 'RU5 ,,,,REST RA R E, 1, LM �T AU CORTEN NATURAL 'RUST' W/ 30L W '3 E UILDING (C5 US ' W 11H X Ift X 11%X Ift X I 0Z ............... _OOR 38,S F 1W X 181W 5,261 SY ................... 2ND RLOOR, C07 CORTEN NA ................ PA .......... P EN NNATURAL Vv V4uL)U �q) LU 04 E­�S 24 47-L X 16-W XWL X 5OR X 20-W A M3 IUj RACRUST N 21 11 'RU.......... . ........ X lq,W X 22'L X I ..................... N P2 BU N _Z� 101 G 3 X 44'W X 25'L X 44%X 24'H CORTEN NAI R1- 10,180&F. ................I 1 ST FLOO 0 FIRE RISER VALVE 0 21 X 12%X 120'9 CORTEN NATU LU U).. ........ - 17'L CORTE P2 OR- ISW4' AINTE C 315 LU 0 PA MAT04 AD) T WALL O'L X 54'W X 20 U) -ON P ELEC. 1W X661H CORTEN NATURAL 'RU5T` LU Z) ROOM X 20'L X 5B 'W X 12'k CORTEN NATURAL 'RUST' 0 42'L X 42'W X RAL 'RUST' CORTEN NATU U) Uj Uj 00018 A 'L X 30W NATURAL 'RUST' 2' Uj Cy') AL 'RUST' C/) A . .... 02 18'L X 48%X 30H CORTE NATURAL 'RUST' 1,451 S.F. 'k CORTEN NAT S (D UR �TENANT N 0: 1 C's < E NAN T p TENANTNG's­5 TENANT NO:­4, T' 1,382 S F!. 1382 S.F. 1,520 S,F. SLAB EL. 240 2 3C?L X 30'W X 30'L X 24'W X 36 URAL 'RUST' SLAB EL.-`240.50 SLAB EL. 240.50 SLAB EL.' 240.50 ,, .50 LAB EL. 240.50 A& NOTE: R= RADIUS EDGE. Isspecifications CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR FINAL APPROVAL BY W3 L———— -A LANDSCAPE ARCHITECT PRIOR TO ANY FABRICATION OF CORTEN CUBS IPA ALIGN TO EDGE OF COLUMN sheet book El LEGEND CONSTRUCTION NOTES 5-0' PA 4-Z�WA 00 PA I00 I.- REFER TO FINISH GRADING PLANS FOR CATCH BA5 Loahm. PROPERTY LINE It 0() C> K TO OBTAIN A MINIMUM 2.-ALL CONCRETE TO BE 5.5 SACK M SETBACK LIMIT co P3 COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. INDICATED ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS EV 3. 4'0 P.V.C. SLE N UNDER PAVING. INSTALL co PI P�f t 2 SLEEVES ONE F IRRIGATION AND ONE rn OTWERW15E INDICATED. E 4.-VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR FOR ELECT. INDICATE LOCATIONS WITH FIELD REINFORCING, BASE MATERIAL, PRE SATURATION, ETC. FOR WALKS, STAKE LABELED 'SLEEVING'. P2 r STAIRS WALL FOOTINGS ETC. PI A EXISTING WATER UMED) C/) UJI P GOVERNING CODES ND ORDINANCES. A.. 6.-ALL C CR E I G 0 BE MI IMUM 0 I A EXPANSION JOINT JOINTS AT 10'-0' O.C. UNLESS OTMERW15E INDICATED. UJI ALLOW FOR ADJOINING CONSTRUCTION. 7. B.-PAVING AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE AND PRECISION MACHINE SAW JOINTS 0 C/) 0;_ tv—, 0 2- 21-01 21 n 21 01 COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND z 0 (r_0 0 IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT INDICATES ELEVATION LU Z� Z� UNDER ALL PAVING. ALL PVC SLEEVING SHALL BE 4" ROUND BETWEEN Ck z U_ CROSSING PAVING, FOR LANDSCAPE USE ONLY. SEAL INDICATES SWEET NUMBER PA Zn PA PA PA PA PA PLANTING AREAS, AX END FROM DEBRI 4 RECORD LOCATIONS. U)E INDICATES 5EC11ON q.- ALL HIARDSCAPE SHALL BE STAKED PRIOR TO INSTALLATION FOR FINAL B 1 0 31-01 ADJUSTMENTS AND APPROVAL BY LANDSCAPE ARCHITECT. ON LL_ L2. INDICATES SWEET NUM /2\ GENERALNOTES TOP OF FOOTINGS, NL") FAR"00'ING ZONE N( FAR<ING ZOM I.- SEE CIVIL PLAN FOR ALL TOP OF WALLS, LU STRUCTURAL CALCULATIONS AND FINISH WDES. Lu drawn 3.- FOR FINISH REQUIREMENTS SEE 'FINISH SCHEDULE' ON SWEET LI.2 Maf LU <3 proj. no. 0715 date 11/13/07 scale sheet no. TG�no 32' L 1 1 01 DIAL .I;�O=RRMNG BEFORE YOU DIG TO'' FREE 1-800-997-9 low-, C ;F-r r,111 _,7 E�(;PU BLNIC SERMCE BY UND ROU D 2 of 12 SERMCE ALERT SCALE:G:\Pmjects\The Colonnade\Cb\0715-Ll.O-Construction.dwg,L1.1,47/2008 11:01:29 AM,mkchorn,Adobe PDF 30ODPI.pc3,1:1 U LU I-- U Q R P L A LU CL Q U 70390 V) Hwy 111 Suite A Z Rancho Mirage Q CA 92270 - email: info@rpla.net 1 \ 760.324-2682 u W 760.202-7012 fax I z www.rpla.net ad 0 0- Consulting >- Residential design ID Commercial design Z Q ca. lic.4275 PA PA ® PA �7E3 OC O (� 2C, 0 PROF.SCE �O II PAD ftlo, 12 yPADSCApF Q\3RNEj �o�61 Al II oo a a� II o PA Of Ln 1 s 17 Z Z Z Z Z Z 2-31-07 Renewal Dote >12 � � PA �1 t vt3/o7 ( � ll Dote Q' JI o P2 go P2 s s F `� �I TCH LINE ( �qTF OF A�\FO`��\ P4 II a Q Q Q Q Q II < ----- I I I S I 1 I I ■ I I PI 4 I I PI I I =P2 PI ' P2 Q 4'-0' II PI PI i S i _ r— 4-I I M4 P2 ® IATC LIlVE PA PA ® PI PA PA ■�■ ■�■ ■t�i■I�■ A Z C:) co Uj 04 CN J Uj > rn FINISH SCHEDULE CORTEN SCHEDULE to Q Z Q U KEY SERIES / DESCRIPTION FINISH COLOR 51ZE DETAIL COMMENTS KEY SIZE LxWxLxNA4 FINISH O z U 'L COR PI �\CI� 9 X 9'w X 7'L X B'w X TEN NATURAL 'RUST'4' THICK COLOR CONCRETE SAND FINISH DAVIS COLOR (ADOBE) I L2.1 CONSTRUCTION NOTES ABBREVIATIONS LEGEND F— W CONTRACTOR SHALL PROVIDE MOCKUP PRIOR TO C2 12'L X I4 NbRAL RUST W/WOOD C , O Q W ADMIXTURE: GRAY CONCRETE PROING OF CONCRETE FOR FINAL APPROVAL BY — — PROPERTY LINE It v U) STAMPED STONE: BOMANITE SMALL RELEASE I: SMOKEY BEIGE LANDSCAPE ARCHITECT. , , CORT I.- REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS. EJ EXPANSION JOINT J rP2 4 THICK ENHANCED PAVING I L2.1 C3 19 L X 19 IB W X 18 H 2.-ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM FIFE FINISH FLOOR ELEVATIONUj PAVING O SANDSTONE RELEASE II: OYSTER WHITE PLANK TOPS SETBACK LIMIT � O —j 0 WITH NATURAL GRAY JOINTS C4 23'L X X 24'W X 1014 CORTEN NATURAL 'RUST COMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS. FG FINISH GRADE W P3 CONCRETE PAVERS TO MATCH PAVERS ON UPPER LEVEL REFER TO ARCHITECURAL PLANS FOR SPECIFICATION AND DETAILING 4"0 P.V.C. SLEEVING UNDER PAVING. INSTALL CORTEN NATURAL RUST W/ 3.-INDICATED ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS FL FLOW LINE � )^ W REFER TO CIVIL ENGIENEERS PLANS FOR DETAILS AND C5 36'L TOPS OTHERWISE INDICATED. FS FINISH SURFACE 2 SLEEVES ONE FOR IRRIGATION AND ONE v P4 CONCRETE BROOM FINISH NATURAL GRAY SPECIFICATIONS IILXII,WX , , ' UST' W 4.-VERIFY WITH THE PROJECT 501L5 ENGINEER THE NEED FOR GF GARAGE FLOOR ELEVATION FOR ELECT. INDICATE LOCATIONS WITH FIELD ui Z W 2 C6 IILXIIWX24 .. WI PLINTH STUCCO / PAINT T.B.S. 5,6 L2.1 REINFORCING, BASE MATERIAL, PRE SATURATION, ETC. FOR WALKS, WP HIGH POINT STAKE LABELED 'SLEEVING'. O = CO POURD-IN-PLACE CONCRETE C:7 1 "w X 181H CORTEN NA STAIRS WALL FOOTINGS ETC. INV INVERT ELEVATION (D M Q WALLS Qj W2 CURB SAND FINISH DAVIS COLOR (ADOBE) REFER TO CIVIL ENGIENEERS PLANS FOR DETAILS ' ' EXISTING WATER (ASSUMED) D U o ORTEN NATURAL 'RUST' 5.-ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE LP LOW POINT IM] � a REFER TO ARCHITECTURAL PLANS FOR DETAILS AND cob 24 L X w3 RAISED PLANTER WALL GOVERNING LADES AND ORDINANCES. LWA LIMIT OF WORK AREA SPECIFICATIONS Cq 47'L X 16%X48'L X 56'R X 2o'H WOOD 6.-ALL CONCRETE PAVING TO BE A MINIMUM OF 4' THICK WITH EXPANSION PA PLANTING AREA MI ARCHITECTURAL COLUMNS REFER TO ARCHITECTURAL PLANS FOR DETAILS AND t " i � EXPANSION JOINT SPECIFICATIONS JOINTS AT 10-0 O.C. UNLESS OTHERWISE INDICATED. PC POOL/SPA COPING cl coRTEN NAruRAL I.-ALLOW FOR ADJOINING CONSTRUCTION. PAD PAD ELEVATION o specifications M2 CONCRETE CURB LIGHT BROOM REFER TO CIVIL ENIGNEERS PLANS CI 13 ORAL 'RUST' SJ SCORE JOINT PRECISION MACHINE SAW JOINTS WATER FEATURE 11,12 L2.1 B.-PAVING AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE AND RUST' W/ WOOD COOPERATE WITH THE ELECTRICIAN DRAIN LINE SUBCONTRACTOR AND TB5 TO BE SELECTED sheet 0 book El AVALIBLE AT UA551C TILE E MOSAIC. TILE LAYOUT 'L X I9'W X 22'L K w'w X I8'H PLAN TC TOP OF CURB INDICATES ELEVATION M3 WATER FEATURE GLA55 TILE BLUE (MO5) 5/8'X 2' 11,12 L2.1 IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT SHALL BE PROVIDED BY LANDSCAPE ARCHITECT. Cl X 44'W X 25'L X 44'W X 24'N CORTEN NA r' UNDER ALL PAVING. ALL PVC SLEEVING SHALL BE 4' ROUND BETWEEN TDW TOP OF DRYWELL A TILE GROUTE T.B5, T.B.5 11,12 L2.1 DEEP GROUTE JOINTS TF TOP OF FOOTING L2•0 INDICATES SHEET NUMBER o Co c1 12"L X 12'W X 12o'H CORTEN NAru PLANTING AREAS, CROSSING PAVING, FOR LANDSCAPE USE ONLY. SEAL o REFER TO ARCHITECTURAL PLANS FOR DETAILS AND TG TOP OF GRATE � o �r M4 BUILDING 51GNAGE / DIRECTORY END FROM DEBRI 4 RECORD LOCATIONS. INDICATES SECTION cB SPECIFICATIONS c15 17'L cORTE T' q.- ALL WARDSCAPE SHALL BE STAKED PRIOR TO INSTALLATION FOR FINAL TSW TOP OF SPILLWAY o MISC. AVALI LEA I FURNISHINGS 5 6351 CB Q2 SECURED TO PAVING WITH CAST STEEL FOOT 2aL X 54'W X 20 L RUST' ADJUSTMENTS AND APPROVAL BY LANDSCAPE ARCHITECT. TW TOP OF WALLD WL WATER LEVEL .0 INDICATES SHEET NUMBER Q2P!R X 2YL X 58'W X66'H CORTEN NATURAL 'RUST' GENERAL NOTES E NOTE: PRIOR TO ORDERING BENCH, CONTRACTOR SHALL VERIFY COLOR AND SIZE WITH LANDSCAPE ARCHITECT AND ARCHITECT c18 2 'W x 12114 CORTEN NATURAL 'RUST'ZENA I.- SEE CIVIL PLAN FOR ALL TOP OF WALLS, TOP OF FOOTINGS, P17 PLAN ING C FINE GRAIN T.B.S. 3O'W X 24"H 5 L2.1 C1 42'L X 42'w X CORTEN NATURAL 'RUST' PLANTING CONTAINER STRUCTURAL CALCULATIONS AND FINISH GRADES. w ALL HANDRAIL5 SHALL BE AMERICANS WITH 36'L X 36% NATURAL 'RUST' 3.- FOR FINISH REQUIREMENTS SEE 'FINISH SCHEDULE" ON SWEET Zp 0 68 HAND RAILING PAINT T.B.S. 6 L2.1 DISABILITIES ACT COMPLIANT H Z Q ALL HANDRAILS SHALLURAL 'RUST'BE AMERICANS WITH U U Q /Mq NAND RAILING PAINT T.B.S. REFER TO AR04ITEGTS PLANS FOR DETAILING LLI 2 DISABILITIES ACT COMPLIANT 02 18'L X 48%X 30W CART TURAL 'RUST' LV Z rna o 30'L X WW X 30'L X 24'W X 36'H CORTEN NATURAL 'RUST' L Q NOTE: R= RADIUS EDGE. Q' OR 0 z O CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR FINAL APPROVAL BY L Qao LANDSCAPE ARCHITECT PRIOR TO ANY FABRICATION OF CORTEN CUBS 0 z U)EE ZJJ LL CL drawn maf proj. no. 0715 date 11/13/07 scale 1/8"=1'-0" sheet no. 8' 32' 5 � o Ll .2 01 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-80-22. 2600 A PUBLIC SER\ACE BY 161 UNDERGROUND SERVICE ALERT 3 of 12 SCALE: 111=11-011 111110001110 G:1Projects\The Colon nade1CD10715-L1.O_Construction.dwg,1.1.2,4/7/200811:00:55 AM,mf"chorn,Adobe PDF 30ODPI.pc3,1:1 .... am 31-0" NOTE: U 2" I'-8° SUPPORTING WALL REFER WATER LINE,TO BE CORTEN SWEET METAL OVER WATER SEE FINISH LU TO ARCHITECTURAL PLANS 51ZED BY POOL PROOF MEMBRANE F— F_— SCHEDULE FOR 2 CONTRACTOR, SUPPORTING WALL REFER 56UPPER TO HAVE TO ARCHITECTURAL PLANS q1I REQUIREMENTS (�U ° INDIVIDUAL FLOW P�ASTI ETROL- CORTEN SHEET METAL W/ RANDOM LAG CONTROL II FPIINASH PAVING PER LU R P L A BOLT WITH WASHER NON-GALVENIZED. II 6LA55 TILE REFER TO FINISH SCHEDULE I IL II II I=III= (� 70390 CORTEN STRIP W/ RANDOM LAG II THIN5ET OVER WATER PROOF MEMBRANE J —I ° BOLT WITH WASHER NON-GALVENIZED. SE ISN SCHEDUL —III D —° —� 0 Hwy 111 Suite A II II- I II III I1=1I COBBLE STONE TO COMPLETELY COVER BOTTOM RE MENTS = Rancho Mirage u LOW PLAN ITI= _(f- Z II AS DIRECTED SEE PLANTING PLAN II=III=1 =1 Q CA 92270 PRECAST WATER CONTROL- II SILICON CAULKING W PROOFI -EXP N JOIN email: info@rpla.net = SEE FINISH SCHEDULE II SLIP JOINT =1 (=1 I -II III—III—I I- � 760.324-2682 ° II III -III II W 760.202-7012 fax II AUTO EQUALIZER LIB SEE P AN DIST. a www.rpla.net _ p I'-6° AUTO FILL IN5TALLED IN PAVING. BUILDING FOOTING a GAP SHALL MATCH PAVING a CO TER a Consulting 6LA55 TILE REFER TO FIN15H 56HEDULE II FINISH PAVING SEEIY2 o TI 5U DE T % Residential design FINISH SGFMLE Commercial design b d CONCRETE FOOTING 41� SLOPE PER GRADING Ca. lic.4275 1 III-1 — REBAR / CALCULATION / _ / / , NIATER LIB FROM WATER SUPPLY _ —_ = =1 I =III=ITI=1 �—III-1 1=1 1=1 1=1 —I °C FIN15H PAVING SEE \\\j\\j\ __ \\ \ WATER PROOF MEMBRANE -I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 —I "'- —"1=1 "—"' "'—"' BY OTHERS 0 Hill I FIN15H SCHEDULE \��\\//1 `° /\\//� POLYETHYLENE GRATE CUT TO FIT -III=1111 i II I II lI l II lI l 11 1111111„I I=' FINISH PAVING CONCRETE SWELL AT \�\\j/\�,\\j\�,\\jj\\j POND COMPACTED SUB-GRADE MINIMUM STRUCTURAL \\�\\�\\�\\!\\% SUBMERSIBLE PUMP: LOW PRESSURE HIGH VOLUME TO q5% �PNDSCApE �'� COMPACTED 5UB-GRADE TO Q5`b WIDTH WATER FEATURE - ELEVATION HATER FEATURE - SECTION LOW PLANTER WALL - ELEVATION 0 LON PLANTER NALL - SECT ON' 0 J 12 SCALE: 1/2"1 11 SCALE: 1/2"1 11_011 4 SCALE: 1/211=11_011 3 SCALE: 1/2"1 S. 12-31-07 Renewal Dale REFER To PLAN 11113I07 PLANTING CONTAINER `J� Datev� REFER TO FINISH SCHEDULE OF CA\-�F��� CMU GROUTED SOLID POT CENTER LINE CONCRETE ACCENT BAND; SEE FINISH SCHEDULE COUNTER SUNK LAG POT IRRIGATION STUBOUT BOLTS WITH WASHER, SEE FINISH SEE IRRIGATION PLAN NON-GALVANIZED SCHEDULE FOR DE REQUIREMENTS ADJACENT ASPHALT R TEN LANDSCAPE FILTER CLOTH REFER TO CIVIL PLAN FOR DOLE FINISH PAVING PER SPECIFICATIONSPER P LM PLAN FINISH GRADE, SEE GRADING PLAN o AL GE5 LL BE w ° ° F CUBE 5' FLUSH W ED ITI =1 III III III-1 —I I- III III III III III III III=11 �, -III =1 =1 — =1 =1 F � ' III—III=1 I—III=111=—III III =111= (I ITI =i l =1 -1 =1 I— =1 III1 I I III—III III-1 I �� w IIHII H TI III III I-1 I- if „ III—III III=III — ___ 1/2 FELT EXPANSION AGGREGATE BASE and o III=III a — JOINT TYP. CONCRETE REINFORCING III—III —III a W 1=_ III a a II 11 ' PER ENGINEER'S PLANS 13- COMPACTER==III—III a =11 IRRIGATION SLEEVING COMPACTED SUB-GRADE TYPICAL CORTEN N I—III=III I' FURNITURE GRADE HARDWOOD SLATS STEEL BLOCK SUB-GRADE TO q5% =III=III —III TO 95% TO BE SELECTED BY LANDSCAPE ARCHITECT. III- TIE INTO DRAINAGE —I I—I� WOOD TYP, COLOR TO COMPLEMENT CONCRETE FOOTING ------- � � REBAR / CALCULATIONCN ARCHITECTURE STONE VENEER. Q W N BY OTHERS L!J > � CORTEN CUBE N/ WOOD PLANKS - DETA A PL NTN N/ POT - SECTION CONCRETE PAVING @ ASNALT - SECTION w� C) o Q 10 SCALE: 1-1/2'=1'-0" 5 SCALE: 1/2"=1'-0" 2 SCALE: 3/4"=1'-0" Q C ) z z 0 Ile- - NOTES: O 7 W - ALL HANDRAIL5 SHALL BE AMERICANS WITH DISABILITIES Z Cn ACT COMPLIANT. NOTE: Q Q w - ALL TUBING SHALL BE COMPLETELY WELDED AND GROUND SEE PLAN FOR EXPANSION JOINTS U I a— Cf) SMOOTH AT ALL JOINTS. AND CONTROL JOINT LOCATIONS _j w - PRIME WITH MINIMUM OF I COAT PRIOR TO INSTALLATION, I-I/2" ROUND STEEL TUBING W 0 PRIME ALL ON SITE AREAS OF WELDING AND GRINDING. r , REFER TO FINISH SCHEDULE SAWCUT CONTROL JOINT (SJ) � v (M I..j I PANEL 1 3 3-e 11-311 FOR COLOR „ 3/8 MAX. DEPTH w PLINTH BEYOND 1/2' FELT EXPANSION Z M J CONCRETE I. JOINT WITH DECO SEAL O o M Q WISH GRADE j „ FINISH TO MATCH CONCRETE cn _ 1/2 RADIUS _ m p-6"i 2'-0" GRADE @ PEDESTRIAN PAVING Lu _ WARNING STRIPS Z GULAR BRACIN R PER ADA - specifications EN PANELS BE �' FINISH PAVING PER 4 a a F Lu GRADE I PLAN a sheet book ❑ WISH G ° mU � !° � I i __ 6" DRIVEWAY 00 00 ' FINISH PAVING PER du o o 0 y, PLAN I I I I — o M 0 ----=----i� EXPANSION JOINT , i � COMPACTED'SUB-GRADE � PAVING NOTES: E E - SEE STRUCTURAL ENGINEER5 PLAN FOR ALL CALCULATIONS 95% - ALL HAND TROWEL JOINTS SHALL BE (ADA) COMPLIANT TYPICAL CORTEN PANEL - DETAIL STEP / RAILING - DETAIL TYPICAL PAVING - SECTION 6 , w 9 SCALE: 1-1/211=11_On SCALE: 1/2"=1'-011 SCALE: I—I/2"=I'-011 o z NOTE: jPER CORTEN SCHEDULE EXTERIOR EDGES SHALL BE SEEM LESS N w z FOR CORTEN BLOCKS OVER THE WELD JOINS. GRIND ALL EDGES SOOTH. HEIGHT OF 5' SHALL BE < C) o INSTALLED BELOW GRADE AS 45° MITER ON ALL EDGE wzo NOTED. ALL OTHER BLOCKS TO ¢¢� „ CORTEN STEEL PANEL CONFECTIONS z BE INSTALLED 4 BELLOW FINISH =L� GRADE. WELD INSIDE OF CUBE CORTEN STEEL PANEL z� I I I drawn maf I w proj. no. 0715 FINISH G I � date 11/13/07 w scale AS NOTED OL I I I—IIII I W z l i_I I I—III III—III— � IIII I 1 ==1 11 11 II 1=1 III-1 I11I N I IIII-1 II =1 z W_ OPEN BOTTOM ON sheet no. I_I I I=1 I� zl I=1 I I=1 I I � _ ___ __� ALL cuBEs 0 =1 , - - - L2a 1 YS WORMIN BEFORE CORTEN CUBE ANG�OR NG - DETA L 0 TYPICAL CORTEN CUBE - DETAIL 0 YOU DIG �AYUEFGRE 8TOLL FREE 1-800-227-2600 GALE: 1-1/2"4-011 GALE: 1-1/2"=1'-0° A PUBLIC SERVICE ICEA 4 of 12 UNDERGROUND SERVICE ALERT WProjects\The Colon nade1CD10715-L2.0_DETAILS.dwg,L2.1,417/200811:00:12 AM,mffichom,Adobe PDF 30ODPI.pc3,1:1 U 8—S 9—T DRIP ZONE LU )m ill 13 DRIP ZONE "B—S' I GP U 1�ATCH LM 1111 m 0 1 LU 3-PT -S CL 2-P 4-S < 1 30 11 U 70390 1 10 1 1.VM V) Hwy 111 Suite A DRIP ZONE Q Rancho Mirage DRIP ZONE "7-5" CA 92270 DRIP ZONE `7_—_-5 email: lnfo@rpla.net K, 760.324-2682 row oft"M OXXXXOMA I DR -7012 fax 760.202 DRIP ZONE `6_511 z - ------- www.rpla.net 4 LiMAT LU41E LXF X , _A X 0 0 Consulting T1, Al Residential design Commercial design z ca. lic.4275 L ff -%iig, /1_1K Fr6i-l-, N- -J, — .... ..... IEL + V� DRIP ZONE 117 t- �ME 'j, R, SCAP A 10SCA AN_ L--- DRIP ZONE `7-51 RV, j 0 0 1,411 SQ.'FT DR I P ZON E 116-511 IN TENANTi` 0 SLAB EL.' 24Z OU 12-31-07 Rmewal Date 11/13/07 Date j DRIP ZONE `6-5 OF CA\ In > DRIr L ZONE 114 ........ F)WIF LC) PROPOSE BUILDING MET ER 117 REFER TO CIVIL PLANS ENANTNW&W N E J49! 1, SQ. .7 NEW,' 'SLAB El �'�42 PROPOSE BUILDING METER REFER TO CIVIL PLANS .... ..... ......... 4' DRIP ZONE PROPOSE LANDSCAPE I L TA RA E'S U 4 METER SEE IRRIGATION LEGEND E U1 L I N G 3' .......LOOR ER FEATURE .. ........ IST F OM' 10,238 S.F,� 2ND P -5,261 S.F.z""""' DRIP ZONE "6-5 C-0 LLJ 04 RO 71� R E" PPLY ELECTRIC 0 .. ... ..... ........... DRIP......... ZONE `4-5 A 80 ORII-10, Uj B U I LD] N G' 3........... 7 '0 ......... 1'PM R51ERY 1 ST FLO r7 1 —P 0 n U) FM I '*... ..... DOOF TO tuTc LLJ 0 1 13GPM .............. ML EL C LU C1 ROOM !' LLJ :L Cn CAI cv� < 6 X —S 13GPM : 1 A N u: `N TENP TEN� N T,N G' --TENANT T ENANT TENANT 1,520 SY'l 1382 1,382 S.F. I Sf 1,451 S.F t 'SLAB EL., 240.50 0.50 SLAB EL 40 ifications ......... sheet book El SLAB EL. 24 DRIP ZONE 116-5 SC SLAB EL. Q.bVii� AB EL. 240.50 spec L——— a.... ... .. r 00 00 00 7 C:) (=1 co -;t CD CN co ... ... . I CY) C=) C:D C=) R z, CU co IP ZONE _511 L)K 1 r ZONE —5 LU DRIF _01NE 0 co z 0 LU Noe J. A 0 32' LU C) 0 DRIP ZONE 116-5 DR P ZONE `5 CO C"01 > 0 Q) z 0 LILJ 0 z DRIP ZONE `5 Scale: U) z ,A > 0 NO 136 U_A 71-1 CYAD. PLANTING NOTES (D 1. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND 5WALL NOT BE PLANTED, INSTALLED OR BUILT IN CY.W.D. AND USEIR EASEMENTS 5—S DRIP ZONE '15-5 OR RIG14T-OF-WAYS WITHOUT FIRST OBTAINING AND ��� DRIP ZONE NO PANNING ZONE NO ZONE drawn Maf ENCROACWMENT PERMIT FROM CY.W.D. proj. no. 0715 These plans have been reviewed* by the Coachella Valley Water District in date 11/13/07 accordance with Water Code Title 7, Division 1, Chapter 3. Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation desig in cooperation scale 1/8" 11-011 with the local governing agency (City or County). *Approval of this drawing by CVW`D staff does not constitute apiroval to A encroach into district and JSBR Rights—of—Way. Trees plants,i walls and ed �r installed in CVWD and permanent structures of any kind may not be plant USBR easements or right—of—way without first obtaining an encroachment permit sheet no. from CVWD. DATE WAn Mk"EMW Supowls" L3 1 DIAL fO WORKING EET L3.2 FOR IRRIGATION LEGEND BEF RE DAYS BEFORE Yo DIG YOU DIG TO L FRE 1-800-227-2600 DE%ELO1PUfCN4r'TMtE!RVICES SUPERVISOR E all MG I MED A PUBLIC SERVICE BY 5 of 12 C C 7 UNDERGROUND SERACE ALERT G:\Projects\TheColonnade\CD\0715-L3.ljrdgation.dwg,L3.1,417/2008 10:58:49AM,mfitchom,Adobe PDF30ODPI.pc3,1:1 0 x I x / \ � I �r � I Q DRIP ZONE 'la S" DRIP ZONE "8 S" \ ' i II II w R P L A DRIP ZONE 8-5 CL - - - - - - U 70390 �allllalwla l ....,..I� l alaalattl� aaalaw.wataa _..�. ..._.. (j l aa®waa l l t.11a-all l . l l ......I. talwaNwu�w l l - - N Hwy 111 Suite A Rancho Q rage .A CA 92270•� - �,°. � ., x F-;' .�.: ,.net - x / x icl�)01 - � `s - . �._ ._._- ' , � 760 324n2682 � W� Z760 202-7012 faPROP.SCE . . - y1 / PAD B'xW' www.rpla.net C� C DRIP ZONE Il8_5" �® II -•� _ :.- __ >< r .,t; •.•• . 2 �- Consulting II II y Commercial design >- Residential design M12 - ) rr x Z II 8 S 9-T DRIP ZONE "a-S11 II �x x. Q ca. lic.4275 1 " 2GPM ill 13GPM �o DRIP ZONE 118-51' .�,,, .la / DSCgPF .�. ._. _._0JI._ .JL_._._._._._._._MATCH LINE .�.�.�.�.�.�. �. / PN A o 3-PT 7-S Q o / ���� Q�RN EI �q�cti 2-P 4�-S \�, a II 1 1 GPM 1 "13GPM II ,l - --- I I = t'' -� DRIP ZONE II7_511 DRIP ZONE II�_511 1 1 PM 1 1t5GPM �� I I s ,lure /- I I DRIP ZONE II _ II � I ,z-3,-D, • I I Renewal Dale 11[late Ir♦ I I I fJ. Date �P DRIP ZONE "6-S" ., I DRIP ZONE 118_511at. m session , sessear--o'L I I CAL - TC LIl x .. I• I NMI r' K MA t -- I : - --_ -=- v ---- e YY IIJ laa�u 1 IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS PSI PATERN ETAI City of Palm Des t ■ RAINBIRD 1401 FULL-CIRCLE TRICKLE PATTERN - - (15) 30 - L C.V.W.D.Water Calculation Chart '# Water Calc Chart '` '` " ' m' X RAINBIRD 1401 FULL-CIRCLE TRICKLE PATTERN - - (15) 30 - K M I ?mY3 rpr sesr..fsrErx*'rx`ern`8�1`1sria�eamga*e-rN�rur�-.rr 73rr:sdk4+nk3:.K98 1 eY8 Ca3�a'ratCS9YCwC.1t- cvwe;li7 Z" [1� Q RAINBIRD XCZ-075-PRF-BF CONTROL ZONE KIT G Maximum Water Allowance Input Zone Total Numdier*fAaetl T041 MWA. 37.47 RAINBIRD #3RC QUICK-COUPLING VALVE C Sglr>e D eecara,�tlo17: In+���npa e�aOdWetarus2 NIBCO 555-70 FULL PORT BALL VALVE (LINE SIZE) TO BE INSTALLED AT ALL SINGLE VALVES AND / OR I Square Footage Calculations bawytannsimAx 0 0 VALVE GROUPING, VALVES ARE TO BRANCH-OFF MAINLINE COURSE AND INSOLATE VIA GATE VALVE Q Tree&Shrub Square root 192 Tree $11rt SSSquareloatsQa' 1' II TunsquereroM ` Los,siwl>„, Ddp t,�sas2 t5.27 N NEW I BACKFLOW PREVENTER INSTALLED BY CVWD B N Total Squara that Cobble/Boulder Ttaf Spray Square Fo fag r [ RAINBIRD 16A-FDV AUTOMATIC FILTER DRAIN VALVE A W N Total Waterfeaeture Square rootage 4 : ''''}j Total Lan cape Square font 158fi F�- -t LO7r,�ldudS3,su�� �r3p v"� Q e Ttx#RotorStlt�e Ftxtlag9 Zon W. Eto aterAdl. Total CorwralonFactore Tcwal •-•�- • -�� -mom orlp 22.aa 0.6 INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER E Z W > M Faotor s a. 0.62 748 MMNA watclteattlrrstt5r>t Mrootaga• 1 57.01 0.5 1586 0.62 748 3747264 Ai rs �rp-77777770 o - - - - MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH FITTINGS E 2 66.82 0.5 0 0.82 748 p , �- T. a a 3a 75 0.5 0 0.82 748 0 snna , +a ; - LATERAL LINE CLASS 200 PVC PIPE E 3b 88 0.5 0 0.82 748 0 5,57 . 4 93.9 0.5 0 0.82 748 0 ca"$Square Po01a911 1,SiR1 U lox Tde4'.. 3 bktS 9.a1 0.12 J _ _�." - - - --- LATERAL LINE CLA55 200 PVC PIPE E � 7 O Total Number,tplants a6a LM at> EoukfetlCotsl�e --� LATERAL LINE CLASS 200 PVC PIPE E L L,L,J Number of l nt,b water use XdTo0 Lantlsea- Sauaro.52 LowR&arJTwo Was klotage yj It- 445 0.000 14.0 0 .� 2 LVMMotl 0 0.014 2.88 3 Motl 7 0.000 0.000 SauWarandCabAlflrins,ndcA0- * .. ,.1 T=�►. rip 1 _S' VALVE STATION: TREE (T) PALM (P) SHRUB (5) GROUND W aMoa/r6 9 0.000 o.aoo �x�4]r,.,ur,tctbs"=ut<�r rniL:`� +•ine4 1 I 1 5 FI9h 17 0.035 55.568 ,�tt..=-�t. 1 p INDICATES ELECTRIC �t�, taaa « o a a Lov Trees 3 6.906 9.eo6 t,,�t� �,,��,;,,��,,,,�,, �. ir. -- COVER (GR) LAWN (L) HYDROSEEQ (H) POTS (PT) Q O Q 7 LwdMod Treee 0 0.000 0.000 vt.0*�ws84 lsojxa''t area a Mad Trees 12 0.025 39.223 ITrtea,� 12 wR„ 39.22 , CONTROL VALVE SIZE 1 I, SGPM INDICATES FLOW IN GALLONS PER MINUTE J 0- 9 Mod/Hi od Tree 0 0.000 0.000 Uj � O to Total Trees 46a o.000 o.000 NM Square fco" 1,599 Total s Q NEW 4" LANDSCAPE WATER METER INSTALLED BY C.V.W.D. C Q LLI fasa„ andsEt4U ki3 r , W Planalnigaaon System Type: Zone Irr ER Area aa.sonal Rant aetor: Toatw#INfellu"E"�PsJ 423 V spray/Bub/Drl 69 7464.525 Law Shrub HUNTER ICC-1200PL " ICC MODULAR SERIES" 12 STATION IRRIGATION CONTROLLER WITH HUNTER 'ET SYSTEM" D (D w ET zodlBe Nnt Area con.er,onactors Bli,rated TotaJurfelw 0 Value ada ,q a. 0.62 74 tr,Bf NAM Use12.54 0.2 1454 525 0 62 749 0.9 3.477 0.2 14545z oW ;a o:9 932 TOW!Elitiast*waterV* rasa FOR ALL 5LEEVING CROSSING BELOW PAVING SEE SHEET Ll, FOR CORRECT SPECIFICATION. COORDINATE WITH Naiaaaa�r � < 9. 15.27 HANDSCAPE CONTRACTOR ,✓ '--. � n PlanVlrngaaon System Type: Zone Irr.ER. Atha awa,onN Plant aMor. NOTES: � a Spray/BublDrip 1 0.9 22.e50 0 Mod sdjZonal Eto pant Ara Unveraion Fedora Value F.dw sq.It. 0.62 746 bi.er. �;.t.use : I.- THE5E PLANS ARE DIAGRAMATIC. - spire12.54 0.5 22.88017 a62 lea 0.9 0.13 ....-.""+"^'4�„rr smmer34.77 0.5 22.88017 a.62 7e6 0.9 0.37 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARD5CAPE FOR CLARITY ONLY. Fee 9.7 0.5 22.88017 092 ]ea 0.9 0.10 '- GENERAL IRRIGATION NOTES: specifications Plant/l Spra IortlBudyD mType: r Zorra It,QER.R ,Are` Issas oral plan�Faelx. ,.zlk ad.m gh Z1n,1Eta NM Ares rm.1.d 1.- CONTRACTOR SHALL CONFIRM AVAILABLE FLOW PER VALVE PRIOR TO INSTALLATION. ,._...:... sheet book ❑ Value Fide d.R. 0.@ 7es hi 91. VIeM We ' x spire 12.54 0.8 55.56612 0.62 lee 0.11 0.51 saner 34.77 0.8 55.56612 0.62 ]ea 0.9 1 42 Is• •M Far-N.trtar 9.7 0.8 55.56612 062 ]efi 0.9 7.33 TOTAL 233 . 1 Plantllrrlgaaon System Type: Zone Irr-ER A. aeumN Want lector. S ra IBub/Drl r t 09 9.804 i3 Low Tree - Sd,m Zonal Eto NM Nd Lo version Faders Bwnted Is VaWa Feder p.n. 082 7e8 NAler use spbe 12.54 0.2 9.80578 062 - ]ee 0.9 0.02 sumrer 34.77 0.2 9.805785 a.e2 lee g.9 0.�6 EMITTER LEGEND ae-W:ndr 9.7 0.2 9805785 0.62 lee 0.9 0.02 ���'�ggg C a TDTAL 0.10 C C C PlaM/lrri9ation System Type: Zone Irr.Ea. Area asasdnYPlantFador: - DESCRIPTION -- ----SYMBOL BOTANICAL NAME COMMON NAME PALM DESERT CVWD NEEDS EMITTER SpreylBub/Dfi t ;6.9 "• 29.222 a Mod Tree WATER NEEDS Lu Sdson Zonal Eto aM Ard Conversion F.- 5,n d C Vene ado , a. a.62 .8 hi. .fen Ae EXISTING TREES Speq 12.54 0.5 39.22314 0.62 746 0.9 0.23I AcQ�ila rJ 2 swner 34.77 0.5 39.22314 0.¢ lee 0.9 0.83 ; �' A p. Acacia L / 0.2 L / 0.2 1401 BUBBLER Far-N4Msr 9.7 0.5 39,22314 o.sz 7ae 0.9 0.18 -_ I I O (n Yi , a 32 - 0 LLJ TOTAL t03 Tbhl Tree And Shrub 19.33 PALMS .�f\ /t O Z F- LLJ 0f Q PI-tilrtlgatlon System Type: Za- Irr.Ea. Area Asasomn Plant aetan '... - - • �_._� - Washingtonia filifera California Fan Palm H / 0.8 M / 0.5 1401 BUBBLER oI C-) V I�-Z U cn Waneature 1 1 4 12 Movin Sd,an Zonal Eto NM And Converson Factors 6Ik,s ed ^ W /�/ Value ceder ,q.a. O.B2 7e6 hi,Bf. Norm Use ''i LL spew 12.54 1.2 4 o.e2 7ae 1 0.0 _ \, r'I 0 N (n LLJ s°mrer 34.77 1.2 4 0.62 7a6 1 0.14 •N TOTAL r 9.7 1.2 4 0.62 lee 1 Q04 _\ \, / 16) •> Q I..L QO O Washingtonio robust, Mexican Fan Palm H / 0.8 M / 0.5 1401 BUBBLER �- �Z Z ME 00 Yotalwaterf-hae 0.23 _ II , II O Total Estimated Water Use 19.56 PIPE SIZING CHART \. Scale: 1�8 -� -� H� J Q�U ACCENTS - �0 o z PIPE 51ZE MAX. ALLOWABLE FLOW 0Agave parryi var. truncate Agave Parryii L / 0.2 L / 0.2 XB-05PC-1032 _- 00 F- 1' 0 - 5GPM z< > �Qa 11 5 - 10 GPM Agave geminiflora Twin-Flowered Agave L / 0.2 L / 0.2 XB-05PC-1032 U.W.D. PLANTING NOTES ILL-C) U Uii 0- I" II - 15 GPM Agave bracteosa Green Spider Agave L / 0.2 L / 0.2 XB-05PC-1032 1• TREE, PLANTS, WALLS, SIDEWALKS AND PERMANENT 1 E PLANTED, 4' < 1 16 - 25 GPM STRUCTURNSTALLEDEOR BUILT IS OF ANY N C.V.W.D.ND tLA DTUSBR EASEM TS I 2' 26 - 35 GPM Oo Equisetum hyennale Horsetail Reed H / 0.8 H / 0.8 XB-20PC-1032 OR RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND drawn maf 2" 36 - 55 GPM ENCROACHMENT PERMIT FROM C.V.W.D. Euphorbia ingens Euphorbia L / 0.2 L / 0.2 XB-05PC-1032 proj. no. 0715 These plans have been reviewed* by the Coachella Volley Water District in date 11/13/07 O Pilosocereus azureus Cereus L / 0.2 L / 0.2 XB-05PC-1032 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design I in cooperation with the local governing agency (City or County). scale 1/8" __ 11-011 VINES s "Approval of this drawing by CVWD staff does not constitute apdroval to ' 6z�?. Cissus trifoliate Grape Ivy M / 0.5 M / 0.5 XB-20PC-1032 encroach into district and USBR Rights-of-Woy. Trees, plants, Walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. sheet no. O , DATE L3 ,2 • wATt: rtw'I�►c�+etavr suPERwsoR DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY D LO ENT S CES SUPERVISOR UNDERGROUND SERVICE ALERT 6 Of 12 G:1ProjectslThe ColonnadelCD10715-L3.1-Irdgation.dwg,L3.2,4M200810:59:22 AM,mfitchom,Adobe PDF 300DPI.pc3,1:1 IRRIGATION SPECIFICATIONS U LLJ U Q R P L A LU SECTION 02813 - LAWN SPRINKLER PIPING 2.5 AUTOMATIC CONTROL SYSTEM 3.4 JOINT CONSTRUCTION U 70390 cn Hwy 111 Suite A PART 1 - GENERAL A. EXTERIOR CONTROL ENCLOSURES: NEMA 250, TYPE 4 WEATHERPROOF ENCLOSURE WITH LOCKING A. REFER TO DIVISION 2 SECTION "UTILITY MATERIALS" FOR PIPE JOINT CONSTRUCTION REQUIREMENTS. Rancho Mirage COVER AND TWOemail:MATCHING KEYS; AND INCLUDE PROVISION FOR GROUNDING. B. PVC PIPING GASKETED JOINTS: CONSTRUCT UNDERGROUND JOINTS BETWEEN CAST-IRON VALVES AND J 92270 email: info@rpla.net 1.1 SUMMARY B. TRANSFORMER: INTERNAL; AND SUITABLE FOR CONVERTING 120-V AC BUILDING POWER TO 24-V AC PVC PIPE WITH ELASTOMERIC SEALS THAT FIT PIPE AND VALVE ENDS. USE LUBRICANT ACCORDING TO 760.324-2682 POWER. ASTM D 3139. Z 760.202-7012 fax A. THIS SECTION INCLUDES PIPING VALVES SPRINKLERS LAWN SPRINKLER SPECIALTIES CONTROLS AND C. CONTROLLER STATIONS FOR AUTOMATIC CONTROL VALVES: EACH STATION IS VARIABLE FROM C. DISSIMILAR PIPING MATERIAL JOINTS: CONSTRUCT JOINTS USING ADAPTERS OR COUPLINGS THAT ARE www.rpla.net � WIRING. APPROXIMATELY FIVE TO 60 MINUTES. INCLUDE SWITCH FOR MANUAL OR AUTOMATIC OPERATION OF EACH COMPATIBLE WITH BOTH PIPING MATERIALS, OUTSIDE DIAMETERS, AND SYSTEM WORKING PRESSURE, ICL Consulting STATION. >_ Residential design PART 2 - PRODUCTS D. TIMING DEVICE: ADJUSTABLE, 24-HOUR, 14-DAY CLOCK WITH AUTOMATIC OPERATIONS TO SKIP 3.5 PIPING INSTALLATION Z Commercial design OPERATION ANY DAY IN TIMER PERIOD; TO OPERATE EVERY OTHER DAY; OR TO OPERATE TWO OR MORE < ca. lic.4275 2.1 PIPES AND TUBES TIMES DAILY. A. INSTALL PIPING AT UNIFORM SLOPE OF 0.5 PERCENT MINIMUM, DOWN TOWARD DRAIN VALVES. I. MANUAL OR SEMIAUTOMATIC OPERATION: ALLOW THIS MODE WITHOUT DISTURBING PRESET AUTOMATIC B. INSTALL PIPING FREE OF SAGS AND BENDS. A. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 40. OPERATION. C. INSTALL GROUPS OF PIPES PARALLEL TO EACH OTHER, SPACED TO PERMIT VALVE SERVICING. B. PVC PRESSURE-RATED PIPE: ASTM D 2241; PVC 1120 COMPOUND; SDRS 21, 261 AND 32.5, �P F 2. NICKEL-CADMIUM BATTERY AND TRICKLE CHARGER: AUTOMATICALLY POWER TIMING DEVICE DURING D. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. o Q\)�RNRN EI E� q'QC POWER OUTAGES. E. INSTALL UNIONS ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NPS 2 o 2.2 PIPE AND TUBE FITTINGS E. WIRING: UL 4q3, TYPE UF, SOLID-COPPER-CONDUCTOR, INSULATED CABLE, SUITABLE FOR DIRECT OR SMALLER PIPE CONNECTION. BURIAL. F. INSTALL FLANGES ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NPS ANt Si ahe " A. COPPER UNIONS: ASME 816.18, CAST-COPPER-ALLOY BODY, HEXAGONAL STOCK, WITH -3,,z I. FEEDER-CIRCUIT CABLES: NO. 12 AWG MINIMUM, BETWEEN BUILDING AND CONTROLLERS. 2-1/2 OR LARGER PIPE CONNECTION. -at R-31 Date /07 BALL-AND--SOCKET JOINT, METAL-TO-METAL SEATING SURFACES, AND SOLDER JOINT, AND THREADED OR 2. LOW-VOLTAGE, BRANCH-CIRCUIT CABLES: NO. 14 AWG MINIMUM, BETWEEN CONTROLLERS AND G. INSTALL DIELECTRIC FITTINGS TO CONNECT PIPING OF DISSIMILAR METALS. s� "ote SOLDER-JOINT ENDS. INCLUDE THREADS COMPLYING WITH ASME B1.20.1. AUTOMATIC CONTROL VALVES AND COLOR-CODED DIFFERENT THAN FEEDER-CIRCUIT-CABLE JACKET COLOR H. INSTALL UNDERGROUND THERMOPLASTIC PIPING ACCORDING TO ASTM D 2774 AND ASTM F 00. qTF OF B. PVC SOCKET FITTINGS, SCHEDULE 40: ASTM D 2466. AND WITH JACKETS OF DIFFERENT COLORS FOR MULTIPLE-CABLE INSTALLATION IN SAME TRENCH. I. LAY PIPING ON SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS OR DEPRESSIONS. C. PVC THREADED FITTINGS: ASTM D 2464. 3. SPLICING MATERIALS: PRESSURE-SENSITIVE, THERMOPLASTIC TAPE, WATERPROOF SEALING PACKETS; J. INSTALL PVC PIPING IN DRY WEATHER WHEN TEMPERATURE IS ABOVE 40 DEG F. ALLOW JOINTS TO D. TRANSITION FITTINGS: MANUFACTURED ASSEMBLY OR FITTING, WITH PRESSURE RATING AT LEAST OR OTHER WATERPROOF CONNECTORS, CURE AT LEAST 24 HOURS AT TEMPERATURE ABOVE 40 DEG F BEFORE TESTING, UNLESS OTHERWISE EQUAL TO THAT OF SYSTEM AND WITH ENDS COMPATIBLE TO PIPING WHERE FITTING IS TO BE INSTALLED. RECOMMENDED BY MANUFACTURER. PART 3 - EXECUTION 2.3 VALVES AND VALVE SPECIALTIES 3.6 VALVE INSTALLATION 3.1 TRENCHING AND BACKFILLING A. BRONZE BALL VALVES: MSS SP-I101 CLASS 150, 600-PSIG COLD WORKING PRESSURE. INCLUDE A. UNDERGROUND GATE VALVES: INSTALL IN VALVE BOX WITH TOP FLUSH WITH GRADE. BRONZE, TWO-PIECE CONSTRUCTION BODY WITH FULL PORT; CHROME-PLATED BRASS BALL; A. INSTALL WARNING TAPE DIRECTLY ABOVE PRESSURE PIPING, 12 INCHES BELOW FINISHED GRADES, 1. INSTALL VALVES AND PVC PIPE WITH RESTRAINED, GASKETED JOINTS. BLOWOUT-PROOF STEM; PTFE SEATS AND SEALS; THREADED-END CONNECTIONS; AND LEVER HANDLE. EXCEPT 6 INCHES BELOW SUBGRADE UNDER PAVEMENT AND SLABS. B. UNDERGROUND CURB STOPS: INSTALL IN SERVICE BOX WITH TOP FLUSH WITH GRADE. B. BRONZE GLOBE VALVES: MSS SP-801 CLASS 125, WITH FITTING FOR KEY OPERATION AND B. INSTALL PIPING AND WIRING IN SLEEVES UNDER SIDEWALKS, ROADWAYS, PARKING LOTS, AND C. UNDERGROUND, MANUAL CONTROL VALVES: INSTALL IN MANUAL, CONTROL-VALVE SERVICE BOX. UNDERGROUND APPLICATION. RAILROADS, D. CONTROL VALVES: INSTALL IN CONTROL-VALVE SERVICE BOX. C. PLASTIC VALVES: PVC WITH 150-PSIG MINIMUM PRESSURE RATING, ENDS COMPATIBLE WITH PIPING, C. DRAIN POCKETS: EXCAVATE TO SIZES INDICATED. BACKFILL WITH CLEANED GRAVEL OR CRUSHED E. DRAIN VALVES: INSTALL IN CONTROL-VALVE BOX. AND TEE HANDLE. STONE, GRADED FROM 3 TO 3/4 INCH MINIMUM, TO 12 INCHES BELOW GRADE. COVER GRAVEL OR F. VALVE BOXES IN TURF AREAS SHALL BE GREEN IN COLOR, BOXES IN SHRUB BEDS SHALL BE TAN IN D. BRONZE DIAPHRAGM VALVES: CAST-BRONZE BODY, NORMALLY CLOSED, WITH MANUAL FLOW CRUSHED STONE WITH SHEET OF ASPHALT-SATURATED FELT AND BACKFILL REMAINDER WITH EXCAVATED COLOR. Cn ADJUSTMENT, AND OPERATED BY 24-V AC SOLENOID. MATERIAL. Z E. PLASTIC DIAPHRAGM VALVES: MOLDED-PLASTIC BODY, NORMALLY CLOSED, WITH MANUAL FLOW D. PROVIDE MINIMUM COVER OVER TOP OF UNDERGROUND PIPING ACCORDING TO THE FOLLOWING: 3.7 SPRINKLER INSTALLATION ADJUSTMENT, AND OPERATED BY 24-V AC SOLENOID. 1. PRESSURE PIPING: GREATER DEPTH OF MINIMUM OF 36 INCHES BELOW FINISHED GRADE, OR NOT LESS O F. AUTOMATIC DRAIN VALVES: SPRING-LOADED, BALL VALVE OF CORROSION-RESISTANT CONSTRUCTION THAN 18 INCHES BELOW AVERAGE LOCAL FROST DEPTH. A. FLUSH CIRCUIT PIPING WITH FULL HEAD OF WATER AND INSTALL SPRINKLERS AFTER HYDROSTATIC ¢ W N AND DESIGNED TO OPEN FOR DRAINAGE IF LINE PRESSURE DROPS BELOW 2-I/2 TO 3 PSIG. 2. CIRCUIT PIPING: 12 INCHES. TEST IS COMPLETED. U 0-4G. QUICK-COUPLERS: FACTORY-FABRICATED, BRONZE OR BRASS, TWO-PIECE ASSEMBLY. INCLUDE 3. DRAIN PIPING: 12 INCHES . B. INSTALL LAWN SPRINKLERS AT MANUFACTURER'S RECOMMENDED HEIGHTS. Uj COUPLER WATER-SEAL VALVE; REMOVABLE UPPER BODY WITH SPRING-LOADED OR WEIGHTED, 4. SLEEVES: 24 INCHES . C, LOCATE PART-CIRCLE SPRINKLERS TO MAINTAIN A MINIMUM DISTANCE OF 4 INCHES FROM WALLS AND L.L 0 O RUBBER-COVERED CAP; NOSE SWIVEL WITH ASME 81.20.7, 3/4-11.5NH THREADS FOR GARDEN HOSE ON 2 INCHES FROM OTHER BOUNDARIES, UNLESS OTHERWISE INDICATED. OUTLET; AND OPERATING KEY. 3.2 PIPING APPLICATIONS L Li I. LOCKING TOP OPTION: INCLUDE VANDAL-RESISTANT, LOCKING FEATURE WITH TWO MATCHING KEYS. 3.8 AUTOMATIC CONTROL SYSTEM INSTALLATION z OW H. CURB-STOP SERVICE BOXES: CAST IRON WITH TELESCOPING TOP SECTION OF LENGTH REQUIRED FOR A. ABOVEGROUND, PRESSURE PIPING: C� Z Cn DEPTH OF BURY OF VALVE, COVER WITH LETTERING "WATER," BOTTOM SECTION WITH BASE OF SIZE TO I. NPS 4 AND SMALLER: [TYPE M] [TYPE L] HARD COPPER TUBE, WROUGHT- OR CAST-COPPER A. INSTALL CONTROLLERS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS INDICATED. Z 0 < (1)W FIT OVER CURB STOP, AND 3-INCH- DIAMETER BARREL. INCLUDE STEEL TEE-HANDLE SHUTOFF ROD WITH FITTINGS, AND SOLDERED JOINTS. B. INSTALL FREESTANDING CONTROLLERS ON PRECAST CONCRETE BASES NOT LESS THAN 36 BY 24 BY 4 J J W ONE POINTED END, STEM OF LENGTH TO OPERATE CURB STOP, AND SLOTTED END FITTING CURB-STOP 2. NPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND INCHES THICK, AND NOT LESS THAN 6 INCHES GREATER IN EACH DIRECTION THAN OVERALL DIMENSIONS C) 0 W C)HEAD. SOLVENT-CEMENTED JOINTS. OF CONTROLLER. Q U � W I. VALVE BOXES: CAST IRON WITH TOP SECTION AND COVER WITH LETTERING "WATER," BOTTOM SECTION B. UNDERGROUND, PRESSURE PIPING: C. INSTALL CONTROL WIRING IN SAME TRENCH WITH PIPING. INSTALL WIRING WITH LOOPS AT CONTROLQD WITH BASE TO FIT OVER VALVE, 5-INCH- DIAMETER BARREL, AND ADJUSTABLE CAST-IRON EXTENSION OF 1. NPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND VALVES AND CONTROLLERS, AT INTERVALS NOT GREATER THAN 100 FEET, AND CHANGES IN DIRECTION TO w M LENGTH REQUIRED FOR DEPTH OF BURY OF VALVE. INCLUDE STEEL TEE-HANDLE, SHUTOFF ROD WITH ONE SOLVENT-CEMENTED JOINTS. ALLOW FOR EXPANSION, BUNDLE WIRING IN SAME TRENCH AT 10-FOOT INTERVALS. o = M Q POINTED END, STEM OF LENGTH TO OPERATE VALVE, AND END FITTING VALVE OPERATING NUT. C. CIRCUIT PIPING: a ti W J. CONTROL-VALVE BOXES: PE, ABS, FIBERGLASS, POLYMER CONCRETE, OR PRECAST CONCRETE BOX I. NPS 2 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND 3.q CONNECTIONS AND COVER, WITH OPEN BOTTOM, OPENINGS FOR PIPING, AND DESIGNED FOR INSTALLING FLUSH WITH SOLVENT-CEMENTED JOINTS. GRADE. INCLUDE SIZE AS REQUIRED FOR VALVES AND SERVICE. 2. NPS 2-1/2 TO NPS 4: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND A. CONNECT WATER SUPPLIES TO LAWN SPRINKLER PIPING WITH BACKFLOW PREVENTERS AT CONNECTIONS specifications 1. DRAINAGE BACKFILL: CLEANED GRAVEL OR CRUSHED STONE, GRADED FROM 3 INCHES MAXIMUM TO SOLVENT-CEMENTED JOINTS. TO POTABLE-WATER SUPPLIES. 3/4 INCH MINIMUM. B. GROUND ELECTRIC-POWERED CONTROLLERS, VALVES, AND DEVICES. sheet book ❑ D. UNDERGROUND BRANCHES AND OFFSETS AT SPRINKLERS AND DEVICES: SCHEDULE 40 PVC PIPE, PVC C, ARRANGE FOR ELECTRIC-POWER CONNECTIONS TO CONTROLLERS, CONTROL VALVES, AND DEVICES 2.4 SPRINKLERS THREADED FITTINGS, AND THREADED JOINTS. THAT REQUIRE POWER. ELECTRIC POWER, WIRING, AND DISCONNECT SWITCHES ARE SPECIFIED IN DIVISION 00 0 CD E. RISERS TO ABOVEGROUND SPRINKLERS AND SPECIALTIES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC 16 SECTIONS. CU N NOT USED. SOCKET FITTINGS, AND SOLVENT-CEMENTED JOINTS. o 0 F. DRAIN PIPING: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND FIELD QUALITY CONTROL 16 ,ii SOLVENT-CEMENTED JOINTS. E E G. DRAIN PIPING: SIDR q, 11.51 OR 15 PE CONTROLLED ID PIPE; INSERT FITTINGS FOR PE PIPE; AND D. TESTING: HYDROSTATICALLY TEST PIPING AND VALVES BEFORE BACKFILLING TRENCHES. PIPING MAY BANDED OR COUPLED JOINTS. BE TESTED IN SECTIONS, z LU H. SLEEVES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT-CEMENTED 1. CAP AND TEST PIPING WITH STATIC WATER PRESSURE OF 50 PSIG ABOVE SYSTEM OPERATING JOINTS. PRESSURE AND WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND FOR FOUR HOURS, I- V Ln LU 3.3 VALVE APPLICATIONS 2. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF o �z UNTIL SATISFACTORY RESULTS ARE OBTAINED. AQ I- LW A. ABOVEGROUND, SHUTOFF-DUTY VALVES: N N� o� I. NPS 2 AND SMALLER: [BRONZE, NONRISING-STEM GATE] [PLASTIC] VALVE. 3.10 CLEANING AND ADJUSTING J .1 2. NPS 2-1/2 AND LARGER: CAST-IRON, NONRISING-STEM GATE VALVE. �_ B. UNDERGROUND, SHUTOFF-DUTY VALVES: A. FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. oz I. NPS 2 AND SMALLER: CURB STOP, WITH TEE HEAD, CURB-STOP SERVICE BOX, AND SHUTOFF ROD. B. ADJUST AUTOMATIC CONTROL VALVES TO PROVIDE FLOW RATE OF RATED OPERATING PRESSURE 2. NPS 3 AND LARGER: GATE VALVE, WITH ELASTOMERIC GASKETS AND STEM NUT, VALVE BOX, AND REQUIRED FOR EACH SPRINKLER CIRCUIT. SHUTOFF ROD. C. CAREFULLY ADJUST LAWN SPRINKLERS SO THEY WILL BE FLUSH WITH, OR NOT MORE THAN 1/2 INCH C. UNDERGROUND, MANUAL CONTROL VALVES: BRONZE GLOBE VALVE WITH CONTROL-VALVE SERVICE BOX ABOVE, FINISH GRADE. AND VALVE KEY. D. ADJUST SETTINGS OF CONTROLLERS AND AUTOMATIC CONTROL VALVES. D. CONTROL VALVES: Fdate maf I. NPS 2 AND SMALLER: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE BALL] [PLASTIC] 3.11 END OF SECTION 02813 0715 VALVE. These plans have been reviewed* by the Coachella Volley Water District in 2. NPS 2-1/2 AND NPS 3: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE, NONR151NG-STEM GATE accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 11/13/07 VALVE. 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). 1/811 = 1 1-0" E. DRAIN VALVES, NPS 1/2 AND NPS 3/4: [AUTOMATIC DRAIN] [BRONZE, NONRISING-STEM GATE] [BRONZE 'Approval of this drawing by CVWD staff does not constitute approval to BALL] [PLASTIC DRAIN] VALVE. encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining on encroachment permit from CVWD. sheet no. C.V.W.D. PLANTING NOTES I. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES DATE w�1Eci�a� sunsoR OF ANY KIND SHALL. NOT BE PLANTED, INSTALLED OR BUILT IN L4s 1 1 C.V.W.D. AND USBR EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM C.V.W.D. XEW Supamtuw 7 of 12 G:1Project0he Colon nade1CD10715-L4.1_Imgation Details.dwg,L4.1,417/2008 10:58:02 AM,mfitchom,Adobe PDF 300DPI.pc3,1:1 ❑❑aoac °® I FINISH GRADE/TOP OF MULCH UP TO �oo' AWAY o 10) (OPTIONAL MODEL ET SYSTEM SENSOR O U QUICK-COUPLING VALVE: SEE w 2,_0„ ~� ET WIND NOT SHOWN) O2 � 1 i 2 3 IRRIGATION LEGEND SUITABLE POST OR POLE MOUNT. MIN 6ft. OVALVE BOX WITH COVER:6" 51ZE U ~0 OABOVE PLANTING AREA MIN 15ft AWAY OPVC 5CH 80 NIPPLE LENGTH Cie FROM STRUCTURES %;��%;,; % %;�% AS REQUIRED) w R P L A CL 3 8 5 3-INCH MINIMUM DEPTH OF 3/4" n, PLAN 2 CONDUIT FROM ET SYSTEM SENSOR TO 4 WASHED GRAVEL U 70390 5 4 0 ET SYSTEM MODULE 5 ©BRICK (I OF 2) V) Hwy 111 Suite A 0 Rancho Mirage 3 - O7 P/C 5CH 40 STREET ELL Q 6 CA 92270 2 LEGEND MODEL ET SYSTEM MODULE ®PVC SCH 40 TEE OR ELL email: info@rpla.net ® MOUNT LESS THAN 6 AWAY FROM """'"""" 760.324-2682 4 I. BUBBLER 1401 SERIES (025 GPM EA.) REFER ® - 4 (`)PVC MAINLINE PIPE lua 760.202-7012 fax TO IRRIG. LEGEND. CONTROLLER 5 PVC SCH 40 ELL z www.rpla.net 2. ANTI-DRAIN VALVE. 3. FINISH GRADE. O O II 2'I x 2" REDWOOD STAKE W/ a COMPATIBLE HUNTER CONTROLLERS: 0 Consulting 6 4. PVC SCH. 80 NIPPLE. REFER TO IRRIGATION LEGEND STAINLESS STEEL GEAR CLAMPS Residential design NOTE: 5. PVC TxT 90 DEG. ELL. OR EQUIVALENT SUPPORT Commercial design DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. 6. MARLEX TxT 90 DEG. STREET � � " SYSTEM Z g SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE ELL. © CONTROL WIRE TO VALVES a ca. lic.4275 IN THE R15ER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION 7, LATERAL LINE FITTING. 6 3 II 7 10 9 8 7 THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER 8. BERM TO FORM WATERING BASIN HEAD SNOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED q. TREE: REFER TO PLAN. NOTE OO POWER SOURCE NOTE: FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE 10. POLYFLEX R15ER W/ ADAPTER MODEL #PFR/FRA: I. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. (LENGTH AS REQUIRED) WIRE FROM MODULE TO SENSOR SHALL BE 18/2. USE CONTROLLER SMART PORT TO NOMINAL QUICK COUPLING VALVE INLET SIZE. o\PNDSCApe TO CONNECT TO MODULE UNIT. VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS �,�� Q\3RN Et BUBBLER (PALMS IN SHRUB AREAS) IRRIGATION CONTROLLER N/ ET SYSTEM QUICK COUPLING VALVE z D C SCALE: NOT TO SCALE 5 °e SCALE: NOT TO SCALE SCALE: NOT TO SCALE ,2_31_07 Renewal Dote 11/13/07 SECTION VIEW BACKFLOW ENCLOSURE PER J�qI Date MAINLINE LATERAL - 1O AND WIRING IN THE MAINLINE LATERAL WIRING IN CONDUIT CVWD F O F CAI-\F � 2--0" SAME TRENCH PIPE PIPE RP VALVE I BRASS MALE ADAPTER 10 i p j\\\ \�\ o \\\ \ (1 OF 2) BRA55 UNION n, PLAN \ \ ,��\ \ .� \ /\ \ (I OF 2) "" PLAN VIEW I ® I BRASS 90° ELL WIRE W/O CONDUIT (I OF 4) 2 LEGEND I MIN. 12" BRASS PIPE - 4 1. BUBBLER 1401 SERIES (0.25 GPM EA.) REFER (TYPICAL) TO IRRIG. LEGEND. 5 2. ANTI-DRAIN VALVE. ,� ,, , , , , FINISH GRADE BRASS FEMALE ADAPTER 3. FINISH GRADE. 6 4. PVC SCH. 60 NIPPLE. NOTE: 5. PVC TxT 90 DEG. ELL. RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN AL IRRIGATION MAINLINE PIPE DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALL WED. 6. MARLEX TxT qO DEG. STREET AND BESIDE MAINLINE. PLASTIC PIPING TO BE WIRING AT CHANGES OF BRASS PIPE FROM SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN 1ALVE ELL. TAPE AND BUNDLE AT SNAKED IN TRENCH AS DIRECTION OF 30° OR GREATER. POINT-OF-CONNECTION PVC MALE ADAPTER IN THE R15ER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTF JCTIOq 7. LATERAL LINE FITTING, 10-FOOT INTERVALS. SHOWN. UNTIE AFTER ALL THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY RINKLER 8. BERM TO FORM WATERING BA51N CONNECTIONS NAVE BEEN MADE. NOTES: O HEAD SNOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED q. TREE: REFER TO PLAN, NOTES: 1. IR5TALL ACCORDING TO MANUFACTURER'S 5PECIFICATION5 I. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER 2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. � FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL E 10. POLYFLEX R15ER W/ ADAPTER MODEL #PFR/FRA: 3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. (� N INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. (LENGTH AS REQUIRED) OF THE PIPE OR WIRE BUNDLE WITHIN. 4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. L W _> M BUBBLER (TREE IN SHRUB AREA) PIPE It N I RE TRENCHING BACKFLON PREVENTER INSTALLED BY CVND 0 (If Q M SCALE: NOT TO SCALE A : Q Q 0 C ) SCALE: NOT TO SCALEB SCALE: NOT TO SCALE Z 0 W LEGEND Q 2: � � KEY NOTES LL. 1. DISTANCE SHALL BE A MINIMUM OF G". ALL SLEEVES 1 O U w SHALL MEET THIS REQUIREMENT INCLUDING THOSE OI ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. < L^ WHICH ARE DIAGRAMATICALLY SHOWN SHORT OF O2 EMITTER (SEE DETAIL FOR ASSEMBLY) OI SINGLE-OUTLET EMITTER: Q J W THE DISTANCE ON PLANS. PRESSURE-COMPENSATING 1 O J Q O3 AUMOTIC FLUSH VALVE. 1 FINISH GRADE/TOP OF MULCH 2. 12" MINIMUM. 0� r , I1J 3. BACKFILL AND COMPACTION SHALL MEET GRADING O DRIP LATERAL - PVC CLA55 200 PIPE. \//\/ /� 2 2 VALVE BOX WITH COVER: Q v UJ SPECIFICATIONS. x 2 O2 POLYFLEX RISER: ,\\ � O � O5 HEADERBOARD Q (LENGTH AS REQUIRED) RAIN BIRD VB-6RND 4. BACK OF CURB OR EDGE OF HARDSCAPE. 6 BOULDERS - SEE PLANTING PLAN. I in 3 O3 PVC SCH 40 ELL V"� M J 5. SCHEDULE 40 SLEEVE. q O4 PVC LATERAL PIPE a 0 M Q G. FINISH GRADE. 1 2 0) TOP OF MULCH o o � 4 4 FINISH GRADE 5 O AUTOMATIC DRAIN VALVE: �'RAIN BIRD I6A-FDV 6 --�4 4 0) 1/2-INCH X POLYFLEX R15ER 6O BRICK I OF 2) 3 ADAPTER: RAIN BIRD FRA-050 O 6-INCH MINIMUM DEPTH OF specifications III=1 =1 2 MIN." 6 3/4-I CH WASHED GRAVEL =III=1I1=1. O6 PVC 5CH 40 TEE OR ELL sheet book ❑ 3I I II II. 4 O7 PVC LATERAL PIPE ;III=IIII - _ _ _ 2 III-III-11I-III-III-III. /v NOTE: CD � M 1=III=III-III-III-III= e �/ e EMITTER TO BE ON NIGH SIDE OFCU 3 C 7 SHRUB WHEN PLANTED ON SLOPE. o 0 =11_I-III=III=III=III- LAWN EMITTER TO BE AT LEAST 6" 5 I_III=III=III=III-' S UPI-TILL FROM ROOTBALL TO NOTE: ALL SLEEVES SHALL 6 IRRIGATE PROPERLY. VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS v' SLEEV NG BE TWICE THE SIZE OF THE EXAMPLE DRIP EMITTER LATERAL SYSTEM EMISSION DEVICE ON FLEX RISER IN SHRUB BEDS AUTOMATICDRAIN A Z W INTERNAL OBJECT. DR VALVE FO V H- SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALEA SCALE: NO 0 SCA Y T T LE W O V I-Z REFER TO EMITTER LEGEND ON O PVC 5CH 80 NIPPLE (CLOSE) > LO wg 2 9 o IRRIGATION PLAN 2 VALVE BOX WITH COVER: 24-INC9 SIZE � ID TAG C.V.W.D. PLANTING NOTES CLw LEGEND 0 ( ) I. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES oz WARREN'S TERRABOND WITH 2" 4 WATER PROOF CONNECTION I OF 2 1. BROOKS N„oo G ARE" ROUND VALVE BOX 7 6 5 4 3 2 I OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR BUILT IN _ LAYER OF PEA GRAVEL (WITH TAN IN DG AREAS OR GREEN IN TURF O5 30-INCH LINEAR LENGTH OF WIRE COILED � BV AREAS) BOLTDOWN COVER - HEAT BRAND C.V.W.D. AND USBR EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST WATER PROOF POT LETTERS.VALVE BOX COVER IN 2" HIGH 6 FINISH GRADE OBTAINING AND ENCROACHMENT PERMIT FROM C.V.W.D. POT CENTER 2. FINISH GRADE. a� 2 8 O7 POT IRRIGATION STUBOUT (SEE PLAN 3. NIBCO 'T-585-70• FULLY PORTED BALL TOP OF MULCH AAL BLOWOUT-PROOF STEM. 3" MIN. IRRIGATION PLAN) VALVE WITH HARD CHROME PLATED q O PVC 5CH 40 COUPLING 1" BUSHING SEALED WITH II = = a. ," SCH. 80 T.O.E. NIPPLE (TYPICAL) 10 - -- Oq PVC 5CH 80 NIPPLE (LENGTH AS drawn 51LICON TO POT IIII-IIII=IIII IIII-IIII= LENGTH AS REQUIRED. I REQUIRED) maf 4" PVC SLEEVE IIII= 10 1=IIII 5. 3/4" CRUSHED ROCK - 8" DEPTH. I� PVC SCH 40 ELL 3 6. COMMON BRICK (2 REQUIRED). q proj. no. 0715 ° UII 4 _ L- (DP SCH 80 NIPPLE (2-INCH LENGTH, 9 7. 1" PVC SHC 40 COUPLING, USE PRIMER q,0 °°OO °°° Oo° HIDDEN) AND PVC 5CH 40 ELL These plans have been reviewed* by the Coachella Volley Water District in COLUMN CAP II�� AND GREY GLUE. °o� o°d�O°°o°�°Oo o ° accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 11/13/07 8. 2" CLEARANCE. - 12 PVC 5CH 40 TEE OR ELL 65597 et seq. requiring efficient landscape and irrigation design in cooperation 9. PVC MAIN LINE PIPE. �� - � �� e with the local scale 6 •.�,:. :..;. 13 BRICK (1 OF 4) governing agency (City or County). 1/$ - 1 -0 ° pO° ° °o° 10. CHRISTY'S I.D. TAG (SEE NOTES). *Approval of this drawing by CVWD staff does not constitute approval to Al °° 14 3.0-INCH MINIMUM DEPTH OF 3/4-INCH encroach into district and USBR Rights-of-Woy. Trees, plants, walls and II e° ° a� WASHED GRAVEL 4 SLEEVE UNDER PAVING 8°: ° s°° .°'s� °� °° ° '-� y 1° IN TURF AREAS, permanent structures of any kind may not be planted or installed in CVWD and SECTION ° °�°� °"8°""° ° 5 2 IN SHRUB AREAS. II 12 13 14 15 16 11 18 15 PVC MAINLINE USBR easements or right-of-way without first obtaining an encroachment permit CONNECT TO SUB 16 CONTROL ZONE KIT: RAIN BIRD MODEL from CVWD. sheet no. SURFACE DRAIN SYSTEM XCZ-100 COM 17 PVC SCH W UNION FOR SERVICING ASSEMBLY DATE IS PVC SCH 40 MALE ADAPTER wATE MANAGEMENT SUPERVISOR L42 CONNECTION TO POTS BALL VALVE XERIGATION CONTROL ZONE KIT H SCALE: NOT TO SCALE I SCALE: NO 0 A SUPERVISOR T T SCALEG SCALE: NOT TO SCALE s of 12 G:IProjects\The Colon nade1CD10715-L4.1-Irrigation Details.dwg,L4.2,417/200810:57:29 AM,mfitchom,Adobe PDF 30ODPI.pc3,1:1 LW o o 0.go oo o o f�2 U LU 1� NIATCH LM U A R P L A LU 00- 7 U 70390 V) 0 Hwy 111 Suite A Rancho Mirage CA 92270 email: lnfo@rplo.net 760.324-2682 Uj o o o o oo 760.202-7012 fax ...IIIIAT LE41E z -'0 o 10M www.rpla.net A9L Consulting Residential design .......... Commercial design R ss; "s!:: 1 5 z ----------- -——————————- ca. lic.4275 L---------------i EL N_ MECH' L---------J 's....... 'A _;........... 0 SCAO, ... ......... ks .. .......... ........ 0 1 10 011" , 1 2 TEN NT I x) III, :SQ.­'FT.,,,,,,- 0 �i L, 242.50 RIE 0 IN 0 sll� oo o 0 r o ma oo 12-31-07 0 a j" Renewd Date HOW, 0 11/13/07 Vs, *ft .W oat. 71 M M s- :-77zzt- z OF CN\-\\ A TEN 6 9S( t 14 0 0 0 0 0 LAB EL. 242 0 0 r ................... ... ........ - ......... ........ ......... .... (N) RESTAU RANT . ........ UILUIll LOCATION WOR 10,238 S.F. V FEATURE 512615 F Al C-0 CD ?1 R '' E KA LU E LANT I N < G < ' ING. ............. .... .......... ... .. .... 1ST FLOOR11- 10,1180 S. 0 F. ......... .. .... .... -011 ........ F11M PIER VAL SCALE: 114 =1 .......... . ........... ......... LU ........ C, U) < LU l&W4'f*Al ................ U) s0- )OOR TO 0 MATW AE)JAMT ELEC LL] 0 ROOM,: . . ......... 00 0 LU LU Uj milli 0 CVS < a> ........... T i"",�7FNANT N TENANT,',-NO: b : "TENANT NO ENAN A EzN­NT NO�­ 0 GENERAL NOTES CO 1,520 S.F. 1,451 S.F­�,,: 382 S.F. 1 382S. S.F. SLAB E '50's -,SLAB EL.�,240.50 240. COMPLETE. o sheet book El 94ALL BE APPROVED IN THE FIELD BY LANDSCAPE ARCHITECT AFTER ROUGH MOUNDING 15 L.,,,21.0.50 SLAB EL. 240.50 SLAB EL. 240.56, SLAB EL, 1. FINAL GRADING SMALL BE ESTABLISHED AND APPROVED BT LANDSCAPE ARCHITECT PRIOR TO CONTINUATION OF RANTING AND OR IRRIGATION. NOTIFY LANDSCAPE ARCHITECT MINIMUM OF 4 DAYS IN ADVANCE PRIOR TO GRADING INSPECTIONRINAL APPROVAL. ALL FINE GRADING specifications ............ ..I ....... I........ 2. ALL PLANT MATERIAL SMALL MEET OR EXCEED THE SPECIFIED DIMENS *0 1:7 PLANT LEGEND. PLANT 9JALITY 15 OF MOST IMPORTANT. LANDSCAPE CONTRACTOR 514ALL o 101� AS NOTED ON FULL SELECT ONLY RANT MATERIAL WHICW 15 OF THE HIGHEST NURSERY STANDARDS co 00 00 f CD (=I FORM, FULL SIZE, FULL WEALTH. NOT ACCEPTABLE WILL BE UNDER SIZE DRIED, BROKEN OR 0 00 0') SCARED LEAVES BRANCHES OR DISEASE OF ANT TYPE. Co C�l C%4 C:1 CD ICU ICU M 3. PLANT PLACEMENT SM ON PLAN ARE REPRESENTING GENERAL CHARACT I TI og ER 5 CS OF PLAN TING DESIGN, PROJECT VARIABLES WILL OCCUR THROUGHOUT CONSTRUCTION. ALL E E E o 00 0 PLANTINGS 514ALL BE LAID OUT ONSITE PER PLAN IN CONTAINERS PRIOR TO INSTALLATION. NOTIFY LANDSCAPE ARCJ41TECT MINIMUM 4 DAYS IN ADVANCE FOR FINAL POSITIONING AND PLANTING APPROVAL. C/) W 4. FINAL BOULDER PLACEMENT SIALL BE APPROVED BY LANDSCAPE ARCAIT�Cr. CONTRACTOR 0 Cn 514ALL INCLUDE ADEDUATE LABOR FOR RELOCATION OF EXISTING BOULDERS TO LOCATIONS < NOTED. LANDSCAPE CONTRACTOR 514ALL NOTIFY LANDSCAPE ARCHITECT MINIMUM 4 DAYS 0 LL LU PRIOR TO BOULDER PLACEMENT. -J Of LU LU BOULDER SETTING EgUIPMENT 514ALL WAVE THE ABILITY TO ROTATE/ FLIP, ALL BOULDERS AS .0 U) NEEDED TO INSURE PROPER SETTING. _j LU_(00 2 > 0 ALL BOULDERS SHALL BE SET INTO FINISH GRADE IN A NATURAL MANN 0 2 BOULDER DETA 0 IL SWEET (L6.2) LU REFER TO ? o o o o P 0 _o 10 BOULDER SIZES AND MANTITIES ARE SM" ON PLAN AND EGEND FOR GENERAL GUIDANCE. Uj(D o FVHT1_V 00 LIL 0 o 00 FINAL SELECTION MAY INCREASE OR DECREASE SLIGHTLY .0 000 o co oo NO o 0 oo o 00 VYY Ln cr z z <CY.W.D. PLANTING NOTES 0 0101-V V V 1. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT < STRUCTURES OF ANY KIND SHALL NOT BE PLANTED NO OA ING ZONE NO F"AK00'ING ZONE INSTALLED OR 5UILT IN C.V.W.D. AND USBR EASEM61TS OR RIGWT-OF-WAY5 WITHIOUT FIRST OBTAINING AND drawn maf '�2 ENCROACHMENT PERMIT FROM C.V.W.D. proj. no. 0715 These plans hove been reviewed* by the Coachella Valley Water District in date 11/13/07 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design 'in cooperation with the local governing agency (City or County). *Approval of this drawing by CVWD staff does not constitute i roval to scale 1/8" 11-01, encroach into district and USBR Rights-of-Way. Trees, plants, Walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. sheet no. REFER TO SHEET L5.2 FOR PLATING LEGEND Ta'jmloT DATE 32' DIAL TWO WORMNG __T_T WA L5 . 1 BEFORE DAYS BEFORE 01 YOU DIG YOU DIG TOLLFREE 1-800-227-2600 D SOMCES SUPERVISOR U 9 ==u Li A PUBLIC SERMCE BY 9 of 12 UNDERGROUND SERMCE ALERT G:\Projects\The Colonnade\CD\0715-L5.0_-Planting.dwg,L5.1,41712008 10:56-44 AM,infachorn,Adobe PDF 30ODPI.pc3,1:1 1/81=11-01 I cn U w I _ 40 LJ U 70390 Hwy 111 Suite A Q - - - - - - - - - - - Z Rancho Mirage CA 92270 - \ - - 2 email: info@rplo.net 760.324-2682 ° ° ° ° ° ° ° ° ° ° ° °° ° W 760.202-7012 fax O ° ° ° °° o O °° ° °O S ° o O ° O ° °° ° o O °8 ®O ° °O °° ° o ° °° ° ° °° O ° o ° ° 0 0 0 ° o ° $ O o O o 0 0 0 0 0 0 ,,gy�pp 00 ° ° ° ° o ° ° o°°oo b WWW.rpla.net ° °° ° ow° ° ° ° ° ° �0 1w 8 1Wo I °® ° G o ° ° C°08 0 S 0 00 00 00 00O o 00 °0 P° O °� (0 0 0 0 0 0 0p O o o° O o 00 o O °o 0 0 o X.� o° 0 o O o Q' Consulting S1� 000iiY"`VVV d ° 0 0 0 0 0° 0 0 PROF.SCE y .. Residential �° °om PAD 8'xl0' 12® IO Commercial design Z C() A A A o Q co. lic.4275 U ° c� 03 °°°° • -�2 � O�PNDSCAPFq C ND y� n INE TCH LINE 0 mow O Q $i °tu e ■ - ----, 12-31-07 I I Renewal Date ' I S 11I13I07 I� ■ I I iI'J9 D°t< ��Q I i lF OF CA\FCj\ ■ I o I I c I I J I 0 00 ° ° o oo ° o I TC LINE ° 0 00 °o ° a \ ---------- - - - ° I E O �= E� L OI a et - - - ,.. g, � MECH. { E E t.. E I 1 ° ° PLANTING LEGEND ,--.,,,---.,, N DESCRIPTION --Sn 1- BOTANICAL NAME COMMON NAME M. SIZE PALM DESERT CVWD NEEDS EMITTER REMARKS 0 w EXISTING TREES ENERAL NOTES KEY NOTES w ` Acacia sp. Acacia 3 L / 0.2 L / 0.2 1401 BUBBLER Existing to remain z 0 Q PALMS Skinned, no skirts. Min. 1. FINAL GRADING SMALL BE FSTABLIS14ED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO A EXI5TING TREES TO REMAIN SMALL BE REVIEWED ON SITE WITH OWNER ARCHITECT U CONTINUATION OF PLANTING AND OR IRRIGATION. NOTIFY LANDSCAPE ARCHITECT MINIMUM OF ❑ J 7 Q Ste Plan For D.B.H, 36" Measure 4 DAYS IN ADVANCE PRIOR TO GRADING INSPECTION/FINAL APPROVAL. ALL FINE GRADING LANDSCAPE ARCHITECT, BUILDER AND LANDSCAPE CONTRACTOR FOR REVIEW AND L. w Washin tonic filifera California Fan Palm 3 B.T.H. H / 0.8 M / 0.5 1401 BUBBLER approximately 48" above SMALL BE APPROVED IN THE FIELD BY LANDSCAPE ARCHITECT AFTER ROUGH MOUNDING IS z �/ 2 g ANALYSIS PRIOR TO THE STARTING OF ANY LANDSCAPE CONSTRUCTION BUT FOLLOWING Finish grade, no air roots. COMPLETE. THE CONCEPTION OF THE NEW BUILDINGS. w • ALL EXISTING TREES TO REMAIN THROUGHOUT PROJECT 5HALL BE PROTECTED O Q D.B.W. IS", Measure 2. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE SPECIFIED DIMENSIONS AS NOTED ON IN PLACE REFER TO TREE PROTECTION DETAIL ON SHEET L6.2 LANDSCAPE J00 Washingtonia robusto Mexican Fan Palm 7 20' B.T.H. H / 0.8 M / 0.5 1401 BUBBLER approximately 48" above PLANT LEGEND. PLANT QUALITY 15 OF MOST IMPORTANT. LANDSCAPE CONTRACTOR SHALL CONTRACTOR SMALL SET UP TEMPORARY IRRIGATION SYSTEM TO MAINTAIN z O J w finish grade SELECT ONLY PLANT MATERIAL WHICH IS OF THE HIGHEST NURSERY STANDARDS, FULL PLANTS HEALTH THROUGHOUT CONSTRUCTION. w 0 ACCENTS FORM, FULL SIZE, FULL HEALTH. NOT ACCEPTABLE WILL BE UNDER SIZED, DRIED, BROKEN OR r , 10% @ 12' SCARED LEAVES BRANCHES OR DISEASE OF ANY TYPE. LLI Q � Agave parryi va-. truncate Agave Parryi 62 ', L / 0.2 L / 0.2 XB-05PC-1032 30% @ 18' , Z � 3. PLANT PLACEMENT SHOWN ON PLAN ARE REPRESENTING GENERAL CHARACTERI5TIC5 OF Q :r w M J PLANTING DESIGN PROJECT VARIABLES WILL OCCUR THROUGHOUT CONSTRUCTION. ALL CERTIFIED ARBORIST TT Agave geminiFloro Twin-Flowered Agave 115 L / 0.2 L / 0.2 XB-05PC-1032 15" dia., Full form ' aD Q) 1 PLANTINGS SMALL BE LAID OUT ONSITE PER PLAN IN THEIR CONTAINERS PRIOR 70 �`1 Q ^ o Refer to boulder 18"-24" dia. Full farm No INSTALLATION. NOTIFY LANDSCAPE ARCHITECT MINIMUM 4 DAYS IN ADVANCE FOR FINAL A CERTIFIED ARBORIST SMALL INSPECT ALL EXISTING TREES WITH IN IMITS OF Q Agave bracteo5a Green Spider Agave 190 Schedule L / 0.2 L / 0.2 XB-05PC-1032 pups, No Damage POSITIONING AND PLANTING APPROVAL. WORK FOR OVERALL, CURRENT AND FUTURE HEALTH AND HAZARDS DOE TO NEW 4. FINAL BOULDER PLACEMENT SHALL BE APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR CONSTRUCTION LANDSCAPE ECT... FOLLOWING INSPECTION CERTIFIED ARBORIST OO Equisetum hyemale Horsetail Reed 17 I gal. H / 0.8 H / 0.8 XB-20PC-1032 SMALL INCLUDE ADEQUATE LABOR FOR RELOCATION OF EXISTING BOULDERS TO LOCATIONS i specifications NOTED. LANDSCAPE CONTRACTOR SMALL NOTIFY LANDSCAPE ARCHITECT MINIMUM 4 DAYS SMALL PROVIDE A WRITTEN DOCUMENT NOTING CONDITIONS, RECOMMENDED I , Single stem 25% PRIOR TO BOULDER PLACEMENT. Euphorbia i ens Eu horbia 22 3-8 tall L / 0.2 L / 0.2 XB-05PC-1032 Min. 3 arms 75z maximum TREATMENTS, REMOVAL EGT... FOR ALL TREES TO THE LANDSCAPE ARCHITECT, sheet � book ❑ in gem equal numbers , � BOULDER SETTING EQUIPMENT SHALL HAVE THE ABILITY TO ROTAIFJ FLIP, ALL BOULDERS As CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT DIANE HOLLINGER , GENERAL dia. 2.5 NEEDED TO INSURE PROPER SETTING. 3'-5' Avg. Single stem 75% ALL BOULDERS SHALL BE SET INTO FINISH GRADE IN A NATURAL MANNER, REFER TO CONTRACTOR AND OWNER. Q O Pilosocereus azureus Cereus 53 7 @ 61-8, L / 0.2 L / 0.2 XB-05PC-1032 No more than 3 stems 25% BOULDER DETAIL SHEET (L6.2) o 0 0 VINES BOULDER SIZES AND QUANTITIES ARE 54" ON PLAN AND LEGEND FOR GENERAL GUIDANCE. '�,,,,,,��,,,,,� ' ao M 6ab�89'Qo�B,o co Cissus trifoliate Grape Ivy 7 15 gal. M / 0.5 M / 0.5 XB-20PC-1032 FINAL SELECTION MAY INCREASE OR DECREASE SLIGHTLY a o 0 o PLANTING + Agave parryi var. truncota Agave Parryi 2 Min. 24' dia. L / 0.2 L / 0.2 XB-05PC-1032 One per each planting co co co CONTAINER • container BOULDERS Avalible at Southwest Boulders Surface Select To Be Selected By Landscape'' Architect Boulder cn UJI applied to a min. thickness z of 2" at planting areas 0 � Q °O ° Gravel Ironwood 3%8" - 5/81, loactions. Avalible at I I w �z U ° Southwest Boulder. Hold 8 32 J �w z gravel Min. I below top of �, c " o vy w� paving �I > a z 00 0 q w f [If Q w CD L-U Z PLANT QUANTITY: List is provided for the convenience of the contractor/client and is not intended for accurate bidding purposes. II I h 16 c=nof>-z z PLANT ALLOWANCE: The contractor shall provide $1200 to be used for plant material not listed on the legend, which Scale: I�8 =) -� z_Q I_Q Q will be specified and Field located by the Landscape Architect. IF this allowance is not used, or is only partially used, the unused C.V.W.D. PLANTING NOTES " Ua portion shall be reFunded to the Owner by the Landscape Contractor. - I. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT UNIT PRICES: Landscape Contractor shall furnish Unit prices For all plait material and irrigation material when submitting STRUCTURES OF ANY KIND SMALL NOT BE PLANTED,I his bid to the Owner. INSTALLED OR BUILT IN C.V.W.D. AND USBR EASEMENTS WARNING: Plant material listed may or may not have been approved by the Agricultural Commissioner's office. OR RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND drawn maf Landscape Contractor, please contact the developer For status of Agricultural Commissioner's approval or denial. ENCROACHMENT PERMIT FROM C.V.W.D. Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material is subject to proj. no. 0715 inspection at the discretion of the Agricultural Commissioner's office. All plant material must be free From red scale and red imported fire ants (Aonidiella Aurantii). These plans have been reviewed* by the Coachella Valley Water District in date 11/13/07 accordance with Water Code Title 7, Division 1, Chapter 3, Articit 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design ''in cooperation BOULDER SCHEDULE with the local governing agency (City or County). scale 1/8" - 1'-0" *Approval of this drawing by CVWD staff does not constitute approval to SYMBOL SIZE t TONS QUANTITY encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and A 61x4'x4't 2-1/2 torn 4 USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. sheet no. B 51x31x3't 2 tons 2 G 4'x3'x2' t 1-1/2 tons O O4A D 3'x4'x2' t 1-1/2 tons 4 0 E 2'x3'xV t 5/4 ton 4 DATE w� , S� L5 .2 DIAL TWO WORKING F B'xl'x2' t 5/4 ton 4 BEFORE DAYS BEFORE 01 YOU DIG You DIG C7 2'x29d' t 1/4 ton 15 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY BE?L ENT S CES SUPERVISOR UNDERGROUND SERVICE ALERT 1O Of 12 G:1ProjectslThe Colonnade1CD10715-L5.0_Planting.dwg,L5.2,4171200810:56:04 AM,mfitchom,Adobe PDF 300DPI.pc3,1:1 cn U PLANTINGSPECIFICATIONS w U SECTION 02930 - EXTERIOR PLANTS PART 3 - EXECUTION Q R P A w PALM TREE PLANTING NOTES 3.1 EXTERIOR PLANTING PART 1 - GENERAL � 70390 0 Hwy 111 Suite A 1. Palms shall be planted using established planting procedures. Refer to palm tree 1.1 SUMMARY A. Bed Establishment: Q Rancho Mirage CA 92270 planting detail. 1. Loosen subgrade of planting beds to a minimum depth of 6 inches. J email: info@rpla.net 2. Palm tree root balls shall be trimmed or cut to ensure recovery From transplanting A. This Section includes the following: 2. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other W 760.324-2682 shock. extraneous matter and legally dispose of them off Owner's property. Z www.rplo.ne fax 3. Palm trees must be in a healthy condition at time of delivery. Palm trees I. Trees, 3. Thoroughly blend planting soil mix off-site before spreading or spread topsoil, apply soil = www.rpla.net determined unhealthy or damaged at time of delivery or installation shall be 2 Shrubs amendments and fertilizer on surface, and thoroughly blend planting soil mix. a Consulting rejected by contractor and replaced by subcontractor at his expense. 3. Ground cover. 4. Spread planting soil mix to a depth of 24 inches but not less than required to meet finish Residential design 4. All alms shall be cleaned of excessive dead and r fronds or frond stubble. In Commercial design P 4. Plants. grades after natural settlement. Do not spread if planting soil or subgrade is Frozen, muddy, or Z Cut fronds should be cut to a maximum length of 6". excessively wet. < ca. lic.4275 5. Called out heights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL TO 1.2 DEFINITIONS 5. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly BOTTOM OF LIVE FRONDS, fine texture. Roll and rake, remove ridges, and fill depressions to meet Finish grades. 6. Palm trees to be properly watered in and soils properly tamped around the root A. Finish Grade: Elevation of finished surface of planting soil. B. Trees and Shrubs: NDSCAp balls when planting, leaving no voids of soil around root balls. B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized I. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center ��o Q\)RNQ �q.�c 7. Palm trees shall be planted vertically, unless noted otherwise. organic soil amendments to produce topsoil or planting soil. area raised slightly to support root ball and assist in drainage. Do not further disturb base. ���' "0 8. Trunks should be rough with frond bases still securely attached. C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; Scarify sides of plant pit smeared or smoothed during excavation as needed based on soil structure. 9. Trunks may not be totally skinned unless noted to do so. mixed with soil amendments. Excavate approximately three times as wide as ball diameter. "' 10. Trunk bases m be skinned to a maximum height of 3'-4' taller trees 6' 'Z-3,-°' may 9 ( ) D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or 2. Set trees and shrubs plumb and in center of pit or trench with top of root ball 2" inch Renewal Date 11113107 II. Skinned areas above the 6' level will be accepted, at the direction of the Landscape backfill, before placing planting soil. above adjacent Finish grades to meet with final grade of decomposed granite. `JT [)at. ��\P Architect. E. Final grade: Elevation of finished surface of decomposed granite. a. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids F of CA\- 12. Care should be exercised in the cabling during transport and planting so as not to and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing damage or loosen bark. 1.3 SUBMITTALS remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing 13. Severe cracking or holes in the basal trunk area will not be acceptable. and tamping final layer of planting soil mix. 14. One initial watering will be performed by subcontractor. Basin will be left on each A. Product certificates. C. Tree and Shrub Planting: Do not cut tree leaders; remove only injured or dead branches. palm so subsequent watering can be performed by others. Basin is to be removed B. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of exterior D. Ground Cover and Plant Planting: during finish grading. plants during a calendar year. 1. Set out and space ground cover and plants as indicated. 15. Subcontractor to, untie Frond tops (60) days after planting. 2. Dig holes large enough to allow spreading of roots, and backfill with planting soil with 16. Palm trees shall be planted a minimum of 18 away from building eaves. 1.4 QUALITY ASSURANCE undisturbed native at bottom of hole, top of root crown at final grade. 17. Washingtonia roblusta trunks are to have a minimum diameter of 14' measured 4' 3. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. high on trunk above finish grade. A. Installer Qualifications: A qualified landscape installer who maintains an experienced full-time supervisor on 4. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery Project site when exterior planting is in progress. from transplanting shock. NOTE: NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory. E. Protect exterior plants from damage due to landscape operations, operations by other (48) HOURS PRIOR TO RELOCATION AND PLANTING. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable contractors and trades, and others. Maintain protection during installation and maintenance periods. requirements in ANSI Z60.1, "American Standard for Nursery Stock.' Treat, repair, or replace damaged exterior planting. D. Reinstallation Conference: Conduct conference at Project site. F. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and 1.5 DELIVERY STORAGE AND HANDLING debris, and legally dispose of them off Owner's property. Z ' ' C:)END OF SECTION 02930 (D O A. Do not prune trees and shrubs. Protect bark, branches, axl root systems from sun scald, drying, sweating, W N whipping, anal other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior CITY OF PLAM DESERT V w > O plants during delivery. LANDSCAPE INSPECTION SWEDULE L_L.. 0 0 Q B. Deliver exterior plants after preparations for planting have been completed and install immediately. If Q V planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect From weather 1) Sleeving / Grading V z O and mechanical damage, and keep roots moist, a. Sleeve diameter, type, depth and location W z L U b. Soil surface drainage, elevations and trash (including weeds $ rubble) CL Q 1.6 WARRANTY O W a_ to 2) Hardscape / Boulders - Cobble J LU A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects a. Sidewalk and wall layout Z O J 0 including death and unsatisfactory growth, except for defects resulting From lack of adequate maintenance, neglect, b. Utilities location C) O LJJ or abuse by Owner, or incidents that are beyond Contractor's control. c. Boulder type, size, weight and placement Z O LJJ M � AGRICULTURAL NOTES I. Warranty Period for Trees: One year from date of Substantial Completion. 3) Irrigation System Rough - In _ " 2. Warranty Period For Ground Cover aid Shrubs 90 days from date of Substantial Completion. a. Trench depth and location a b. Pipe size and classCn WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT NAVE BEEN APPROVED BY THE 1.7 MAINTENANCE c. Pressure test (125 psi for 6 hours) AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. A. Trees: Maintain during warranty period by watering, weeding planter areas, restoring water basins, tightening 4) Plant Material (trees 4 shrubs) specifications PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND and repairing stakes , and resetting to proper grades or vertical position, as reoiired to establish healthy, viable a. Condition CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION plantings. Spray as required to keep trees and shrubs free of insects and disease. b. Type Fsheet ■ book ❑ OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE B. Ground Cover and Shrubs: Maintain during warranty period by watering, weeding planter areas, and other c. Placement FROM RED SCALE (AONIDIELLA AURANTII). operations as recjired to establish healthy, viable plantings. 5) Ground Cover (decomposed granite) CD CD a. Type a) ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COAC 4ELLA VALLEY. PART 2 - PRODUCTS b. Depth and spacing a o 0 c. Compaction ra fz 2.1 EXTERIOR PLANTS E E 6) Final Ln A. Treed Shrub Material: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, with healthy a. Irrigation: z an GENERAL NOTESW root systems. Provide well-shaped, fully branched (Arizona Nursery Standard), healthy, vigorous stock free of ALL EXISTING SPECIES THAT DO NOT CONFORM TO THE NEW disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. All i) Valves, boxes and wiring o " ii) Controller operation and schedule � Ln PLANT PALETTE SHALL BE REMOVED UNLESS OTHERWISE branches to remain on tree trunks min. 6 above root ball. No raised canopies to be used. Trees with raised iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per LIJ canopies will be re ected. o � �z NOTED. PRIOR TO REMOVAL, Ln LANDSCAPE ARCHITECT SHALL P j plant �W CONFIRM THOSE PLANTS THAT ARE TO BE REMOVED OR I. Provide potted container-grown fabric bag-grown trees and shrubs. > N �� iv) Overall operation 2 � wm: TRANSPLANTED. REFER TO REMOVAL PLAN . B. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar v) As built ¢ CD� containers, and complying with ANSI Z60.1. b. Tree staking �,_J ALL PLANTING AREAS SHALL HAVE A MINIMUM 2" DEPTH OF c. Overall o Lam= 2.2 PLANTING MATERIALS CZ GRAVEL IN ALL PLANTING AREAS. $#Notes A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 6 percent organic material content; free of Should any of the above inspections fail after 2 attemps there will be a fee19 stones I inch or larger in any dimension and other extraneous materials harmful to plant growth. y pea C.V.W.D. PLANTING NOTES a assessed for an re-inspections. I. Topsoil Source: Reuse surface soil stockpiled on-site and supplement with imported or manufactured topsoil Any change to an approval landscape plan, must be re-submitted to the 1. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES CERTIFIED ARBORIST City of Plam Desert for approval, prior to implementation. OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN from off-site sources when quantities are insufficient. Verify suitability of stockpiled surface soil to produce CY.W.D. AND USBR EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST drawn maf A CERTIFIED ARBORIST SHALL INSPECT ALL EXISTING TREES WITH IN LIMITS OF WORK FOR topsoil. OBTAINING AND ENGROAGHMENT PERMIT FROM G.V.W.D. B. Fertilizer: prof. no. 0715 OVERALL, CURRENT AND FUTURE WEALTH AND HAZARDS DUE TO NEW CONSTRUCTION, 3. Fertilizer usage: Refer to the city of Palm Desert Landscape Maintenance guidelines. LANDSCAPE ECT.., FOLLOWING INSPECTION CERTIFIED ARBORIST SHALL PROVIDE A WRITTEN These pions have been reviewed* by the Coachella valley water District in date 11/13/07 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section DOCUMENT NOTING CONDITIONS, RECOMMENDED TREATMENTS, REMOVAL ECT,.. FOR ALL 65597 et seq. requiring efficient landscape and irrigation design in cooperation TREES TO THE LANDSCAPE ARCHITECT, CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT with the local governing agency (City or County). scale 1/8" = 1'-0" (DIANE HOLLINGER)f GENERAL CONTRACTOR AND OWNER. *Approval n this draw and ing by CVWD staff does not constitute approval to encroach permanent structures district of any kk Snd may not be planted or installed Rmy Trees, plants, walls n CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. sheet no. DATE L6 e 1 WATE MANAGEMENT SUPERVISOR , 3e4L0PUEWT SOMCES SUPEWSOR 11 of 12 G:IProjects\The Colon nade1CD10715-1-6.0_Planting Details&Specs.dwg,L6.1,4171200810:31:02 AM,mfitchorn,Adobe PDF 300DPI.pc3,1:1 INTERNATIONAL SOCIETY INTERNATIONAL SOCIETY w % OF ARBORICULTURE OF ARBORICULTURE y TREE PER PLANTING PLAN Q R P L A LU PRUNE BROKEN OR DEAD BRANCHES, CL DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND U 70390 TO THE EDGE OF THE CROWN. 0 Hwy 111 Suite A Z Rancho Mirage STAKE TREES ONLY AS NEEDED ' MIN. 2' COMPACTED Q CA 92270 UPON THE APPROVAL OF THE DECOMPOSED GRANITE SINGLE STAKE email: info@rpla.net LANDSCAPE ARCHITECT. • A7 FINAL INSPECTION 760.324-2682 TREE TIES BETWEEN STAKE AND W 760.202-7012 fax TREE; TIE SHALL BE CINCH TIE z www.rplo.net FINISH GRADE TREE-TIE (800)910-2810 MARK THE NORTH 51DE OF THE TREE IN EACH TREE MUST BE PLANTED SUCH THAT THE SUB GRADE o Consulting THE NURSERY, AND ROTATE TREE TO TRUNK FLAREI5 VISIBLE AT THE TOP OF THE FACE NORTH AT THE SITE WHEN EVER ROOT BALL. TREES WHERE THE TRUNK FLARE 15 2" DIA. x 10' LONG LODGE POLE Residential design ROOT BALL SHALL BE PLACED STAKES PLACED 12" FROM p Commercial design POSSIBLE. NOT VISIBLE SHALL BE REJECTED. DO N07 COVER g THE TOP OF THE ROOT BALL WITH SOIL. %%�%�% �<%�% " �<%�X��< %%%% A MIN. 2" ABOVE SUB GRADE. TRUNK (TYP.) Z MULCH RING „�, �`i,�`i,�`i,�`i,'i,�`i,�`�i i,�`i,�`i�`i,�`i,�`i�`i,`i,\`�`�� " SET TOP OF ROOT BALL FLUSH TO %�%�%�%�%�� ��%�'%�%�%`; ' BACKFILL TO BE NATIVE 517E 2 MINIMUM DEEP MULCH PER Q ca. lic.4275 GRADE OR 25-50 MM (1-2 IN.) NIGHER Iwo MM (6 FT.) DIAM. MIN. 2400 �''�''��'� ��� CC PLANTING PLAN DESERT PLANTS SHALL BE ������i��i�� SOIL ONLY. DOUBLE STAKE w IN SLOWLY DRAINING SOILS. MM 8FT. DI M PREFERRED ?i,��i`��iijiij� �,�,�; EARTH WATERING BA51N IN BACKFILLED WITH NATIVE SOIL. GROUNDCOVER AREAS 200 MM (8 IN.) UNDISTURBED NATIVE SOIL , , ?> 100 MM (4 IN.) HIGH EARTH SAUCERjjj� ,,��,,,,�,,��,,���;;;' NDSCAP 50 MM (2 IN.) MULCH. DO NO PLACE , . , ~ BEYOND EDGE OF ROOT BALL. `"��`��`��%`%`%`%`%`%���� %`%` ROOTBALL: SET CROWN I -2 �P F ii ii`�i`�T�i�i�ii�i`ii i`�r`'' / /� - - '/" /" /" /" / / FINISH GRADE O 9 MULCH IN CONTACT WITH TREE 7 , > ? > `v!vvTia`i�`a`�<�` '' ABOVE FINISH GRADE \\ \\ \\ \\ \ o \\ \\ \\ \\ \\ SR N E/ 'QC REMOVE ALL TWINE, ROPE AND WIRE, AND ' \, \ \ \ \ \r N y TRUNK. MAINTAIN THE MULCH BURLAP FROM TOP HALF OF ROOT BALL ROOTBALL TO SIT ON \ \ \ \ ` \ \ \ \ �c' /i�/i�/ice //\//\//\//\// C> Al WEED-FREE FOR A MINIMUM OF THREE 3 X ROOTBALL ,\ \ \ /\\/\\/\\/\\/ ; _ �, n UNDISTURBED NATIVE SOIL NOTE: LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED YEARS AFTER PLANTING. 2 x ROOTBALL UNDISTURBED E 501E NATIVE SOIL ROOT BALL ABOVE FINISH GRADE AT ALL TIMES / / / / \,\ \ \ \ , ��i>�: \ Cn NOTE: FOR DIMENSIONS OF ,\�\//`/ / /`/ / \ ` 12-3707 IF PLANT 15 SNIPPED WITH A WIRE BASKET AROUND THE //\//\ij\\i\\// �/ Ren wal Date PLANTING AREAS, TYPES OF CUT THE ���\��\�`\��\�`���\-' AND TFOLDLDOWN 200 MMR(8B PLANT TABLETS PER 11/13107 SOIL AMENDMENTS, OR SOIL IN.) INTO PLANTING HOLE. PLANTING SPECS / NOTES �� J]9T� Oat= REPLACEMENT, SEE SOIL 2 x ROOTBALL OF CA�_ IMPROVEMENT DETAIL. �F PLACE ROOT BALL ON NATIVE SOIL. NOTES: TAMP 501L AROUND ROOT BALL BASE FIRMLY WITH I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. FOOT PRESSURE 50 THAT ROOT BALL DOES NOT SWIFT. 2. PROVIDE EXPANDABLE TRUNK GUARD IN TURF AREAS. NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS Q TREE PLANTING DETAIL ANDGNOT COVER D BY ANY PAVING UOREGRATING.O THE SKY, SHRUB PLANTING DETAIL TREE STAKING DETAIL v 2 SCALE: NOT TO SCALE 3SCALE: NOT TO SCALE SCALE: NOT TO SCALE INTERNATIONAL SOCIETY OF ARBORICULTURE NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN, D D BOULDER Uj N NOTE: FOR DETAILED REQUIREMENTS • RELATED TO THE PLANTING OF THE 7:11/2 D D FINISH GRADE Uj TREE IN THE IMPROVED SOIL, SEE Q TREE PLANTING DETAIL. EDGE OF PAVING, WALK, WALL, ETC. 0 U DESERT PLANTS SHALL BE z BACKFILLED WITH NATIVE SOIL. 10" - 12, THICK GROUNDCOVER ' \/\ leee— w F— TILLED PLANTING BED INSTALL 2' THICK DG LAYER L U AFTER PLANTING GROUNDCOVER ''��/�//\/� \ �/ SUB GRADE Q w FINISH GRADE (( W NOTES: Z O J TAMP SOIL AROUND ROOT BALL BASE 1:1 SLOPE ON SIDES OF PLANTING HOLE. I. BURY BOULDER A MIN. OF I/3 BELOW FINISH GRADE w 0 FIRMLY WITH FOOT PRESSURE 50 THAT 2. PLACE PER PLAN AND LANDSCAPE ARCH. DIRECTION r 2 TIMES TWE /\/\ \/\/\/\/\ v W ROOT BALL DOES NOT SHIFT. \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ ROOT BALL DIAMETER / // // // // L c UNEXCAVATED OR COMPACTED MOUND \\//\\/\\//\\j�\j\\j\\//\\j\\\\\\\\//\\\\\/j` iv G UNDER THE ROOT BALL TO PREVENT CM LOAMY SOILS SETTLEMENT. %\\%/\%\\j\\j\� C� Q INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND NAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLA551FICATION5 MAY PRESENT SPECIAL PLANTING PROBLEMS NOT ;\\//\\/\//\\/\//\\//\\\//\\//\\\//j\//�\\//j\ ANTICIPATED BY THI5 DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE 50 COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. specifications THE 501L STRUCTURE 5WALL NOT BE PLATY OR MASSIVE. LANDSCAPE ARCHITECT RECOMMENDS TESTING FOR TEXTURE, DRAINAGE CAPABILITY, UNAMENDED 5UBGRADE PH, AND NUTRIENT VALUES PRIOR TO PLANTING AND ANY ADDITIONAL 501L IMPROVEMENTS. SOIL IMPROVEMENT DETAIL 4 GROUND COVER DETAIL BOULDER DETAIL Sheet � book El SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE o 0 0 I. TREE ROOTBALL 2. DIG A HOLE THREE TIMES THE WITH OF THE ROOTBALL AND FILL WITH WATER TO ALLOW) TO PERCOLATE IT TO SOIL. 3. SET ROOTBALL ON NATIVE SOIL. 4. SET ROOTBALL IN HOLE 50 TWAT ROOT CROWN IS 1' ABOVE FINISH Ln z GRADE. LLI 5. BACKFILL TO BE NATIVE 51TE 501L ONLY- REPLACE BACKFILL � Z - l MATERIAL UP TO 2/3 THE WEIGHT OF THE ROOTBALL TAMPING AND C.V.W.D. PLANTING NOTES 37 EXPANSION SHIELD BY RED HEAD OR EQ. o i �I/4" DIA. BOLT SETTLING AROUND REMAINING 1/3 OF ROOTBALL. WATER DURING I. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES V PLANTING FOR MAXIMUM STABILITY. OF ANY KIND 514ALL NOT BE PLANTED, INSTALLED OR BUILT IN w c i 6. FINISH GRADE. L�Ln 7. PALM TRUNK TO BE PLUMB (VERTICAL) C.V.W.D. AND USBR EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST = F O V F Z #q GALVANIZED WIRE WALL SURFACE VINE TIED TO TRELLIS W/ RUBBER TIES 8. 2" LAYER DECOMPOSED GRANITE OR APPROVED MATERIAL OBTAINING AND ENCROACHMENT PERMIT FROM O.W.D. A2 N N� o� i � Z 2i �Y CL CLw $���Q °•tea - � }-4Z Off• O � �J V V0­ AX 9.o n i.� °o:• oa P O g• a�O�• �,��f• �C � O 6,0 � d• ';f�, ��� e� ao0 7 drawn maf goo er ,� Foo , 0 ,q;a• �o� ,�oeo ae :��; 8 4 o y- proj. no. 0715 .� a:ere• go�`�.• � o•®Q3Y.� � ``e These plans have been reviewed* by the Coachella Volley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 11/13/07 65597 et seq. requiring efficient landscape and irrigation design in cooperation FINIW SUI CE /��\ //%� with the local governing agency (City or County). scale 1/$" = 1'-0" •se,1°a•:'a,a .as s7':;%t•ac,*de':;8-$°6 a"s' o,.00 °•i: 'so;�^gY-�'t`,:°X' ° 'os o`�, .ea. %//: - m ��� � Approval of this drawing by CVWD staff does not constitute approval to R=111111 111I�=1I�I� ��1=II�111 I II1111911 11011 110111 1��1 %/%/%/%/% /%/ encroach into district and USBR Rights-of-Hoy. Trees, plants, walls and - 4'-0' 3 permanent structures of any kind may not be planted or installed in CVWD and 41-011 USBR easements or right-of-way without first obtaining an encroachment permit NOTE: from CVWD. sheet no. WIRE TO BE PULLED TIGHT BEFORE FIXING IN PLACE PALM IN PLANTER DATE WA > s� 6e2 VINE PLANTING DETAIL PALM TREE DETAIL 6 SCALE: NOT TO SCALE SCALE: NOT TO SCALE a ` SACES suOUMsaR 12 of 12 G:IProjectslThe Colon nade1CD10715-1-6.0-Planting Details&Specs.dwg,L6.2,417/200810:33:40 AM,mfdchorn,Adobe PDF 300DPI.pc3,1:1