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Dolce Project Interior Phase 1&2_1
cn U w U Q R P L A U.j Q U 70390 Hwy 111 Suite A Z Rancho Mirage Q CA 92270 email: info@rpia.net 760.324-2682 Z 760.202-7012 fax z www.rpla.net r d Consulting /•.:if 4 %-Y/ Y:' �/..i.,�% 5 ; ��% f i� i / y/ ''/f //, , �/ .%</_%/ 'r� , /i ! !f .:f:'.., r J G: ;//� � �� ' /� /1//f�. f /f/f! frr,• r�'��. %� ' � Residential design .,,. ���i� //r •��% � ,,:;: 1 G Commercial design ca.lic.4275 r r Y�r �! . SCW Q�RN E( - 4, By Pihngton Con-) rnunitie5 Cr 12-31-07 Q J Oft F 12-2?."5 111((( uJ bob i "T 9lF OF CA� I "•,r s a PROJECT. LU CL V - APPROVED - FINA4 LANDSCAPE P CKAGE W aaTEa W mosm DC 1 � Z RILINGTON COMMUNITIES TRACT NO. 31071 GERALD FORD DR. AND GATEWAY DR. APN NO , 653-260-030 0 0 V PALM DESERT, CA 92260 _ na �S,�,E w J �, f y ��. w VF aQPRn © Z AREAS IN GRAYSCALE ARE NOT NOTE. ALL PLANTING SHALL BE PLACED t :, .:. .;:. Br c s.k Y �t .t i / .� DATE' PART OF PACKAGE ONSITE AND APPROVED BY LANDSCAPE Y --- t° 9% ��o w cn o ARCHITECT PRIOR TO INSTALLATION r,::: " " �'"' C'`UpAi co�'`� c� LU z LU _ _ oc w o 0 ..:.:.:: :.:..... . .:::: ........ ........ PROJECT INFORMATION SHEET INDEX VICINITY MAP o 0I=0 Ln v Q- ................. .. ........ ........... ......... ......................... ............... ........... ............................ ........... oc Owner Civil m . . ` ?b �� :.: KEY NAP specifications Rilington Communities Hacker Engineering I0.1 COVER SHEET 15.1 PLANTING PLAN AREAA-B 30885 DATE PALM DRIVE. 68-1+87 HIGHWAY 111 SUITE 43 Sheet book El S1.1 MASTER IRRIGATION & SLEEVING 15.2 PLANTING PLAN AREA C-F CATHEDRAL CITY, CA 92234 CATHEDRAL CITY, CA. 92234 PLAN aRAW PHONE 760.328.0402 PHONE 760.202.1800 15.3 PLANTING PLAN AREA G-I S FAX 760.328.0172 CONTACT JOHN RODRIGUEZ 11.1 CONSTRUCTION PLAN GENERAL '''"`a�'"x" o C NOTES/ABBREVIATIONS 15.4 PLANTING PLAN AREA 1-M aooxmra= Dom CONTACT PAUL DEPALATIS NIMAGB 11.2 CONSTRUCTION PLAN 15.5 PLANTING PLAN AREA N-Q L ,l l lJ Il'I I �J Architect Landsca e Architect PALM MWWARM �� P 12.1 CONSTRUCTION DETAILS 15.6 PLANTING PLAN AREA 1-6 DESERT Dahlin Group Randy Purnel Landscape Architects S1i Y.Ill 13.1 IRRIGATION PLAN AREA A-B 16.1 PLANTING DETAILS r a �+ 539 SOUTH CEDROS AVE 70390 HIGHWAY 111 SUITE A L� J .. a SOLANA BEACH, CA. 92075 RANCHO MIRAGE CA. 92270 13.2 IRRIGATION PLAN AREA C-F 16.2 PLANTING SPECIFICATIONS PHONE 858.350.0544 PHONE 760.324.2682 — L� FAX $58.350.0540 FAX 764.242,7412 13.3 IRRIGATION PLAN AREA G-I 17.1 LIGHTING PLAN : 3 ram : L� CONTACT JIM JACKSON CONTACT ANDREW SABOL 13.4 IRRIGATION PLAN AREA 1-M 18.1 LIGHTING DETAILS&SPEC. L �'� '�' I N N �L . QUMA utility 13.5 IRRIGATION PLAN AREA N-Q - --- � � • � � . _ = V Butsko Utlllt Design INC 11-11 13.6 IRRIGATION PLAN AREAL-6 • ' � 1' 26835 JEFFERSON AVENUE SUITE A r 14.1 IRRIGATION LEGEND & -TAXE MURRIETA, CA 92562 SPECIFICATIONS drawn MLZ PHONE 951 .834.9920 14.2 IRRIGATION DETAILS p ro j. 0502 n0. FAX 951 .834.9930 These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 CONTACT LEANNA BUTKAY 14,3 IRRIGATION WATER CALCS. Q O 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 P 9,: 9 P with the local governing agency (City or County). scale NOT TO SCALE *Approval of this drawing by CVWD staff does not constitute approval to 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 DIAL USBR easements or right—of—way without first obtaining an encroachment permit Shea no. 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USE METAL INTERLOCKING CONCRETE PAVERS ACKER-STONE IN HERRINGBONE T.B.S by Owner 8' x 4' PAVER (5/12.1 E EDGE RESTRAINT FROM PERALOC: STRUCTUREDGE PATTERN. 6/12.1) MODEL SE 1/8 x 1-5/8 OR BE 1/8 x 2-1/4I DEPENDING ON DEPTH REQUIRED. �-NSDSCAPF WI TYPICAL GARDEN WALL PRECISION BLOCK DESERT TAN (2 4 8/12.1) FROM ANGELOUS BLOCK. MORTAR CAP. c�t� Q vR N E O24' Sq COLUMN PREC1510H BLOCK DESERT TAN (3/12.1) SEE DETAIL FOR 5PECIFICATION5 Al WALLS O BRICK COLUMN CAP 8' x 3 Y x 2 Y' BRICK TO MATCH WI (3/12.1) GRAY MORTAR 12-31-07 RETAINING WALL PREC1510N BLOCK DESERT TAN OGARDEN/RETAINING WALL PRECISION BLOCK DESERT TAN (7/12.1) FROM ANGELOUS BLOCK. MORTAR CAP. lF OF CAl C2 C2 C2 FmISCELANEOUS MI GRETCHEN BACKED BENCH POLYSITE E METAL BARK-POLYSITE 22"P x 17'H x 72"L FROM LANDSCAPEFORMS CONTACT: LAWRENCE CASEY 4 BRONZE-POWDERCOAT ASSOC. @ 818.761.0655. SURFACE MOUNT Wl W3 Wl W3 W2 � �'� LOT 138 //,/� •�//,///,�. W2 LOT 159 / W2 II II AREA z >-- • � z z � o 2 ` VON V 0 J cn DC Q w c2 20' 801 z z Z W3 WI W3 CI W3 WI W3 O 201 V U _ � WZ LOT In W2 LOT N w2 LOT 137 W2 40' / SCALE: 111 = 20' - 011 — w 0 w w z II II LnAREA KEYl IAP specifications CIERRA STREET sheet ■ book ❑ r CU r_ N ya 9 , W3 �� OC C2 WI L FM t Q W3; W2; LOT 73 FTIA _ i! a U) U) kn II II FT4 �� EWor— AREA — V CV rr) ur. mwuwoav� drawn M17 proj. no. 0502 NOTE: REFER TO SHEET 11.1 FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND. date 12-23-05 scale 1"=20'-0" sheet no. 1 , 2 3 of 24 _ G:IProjectslDolcellntenor CD10502-Interior Construction.dwg,11.2 INT CONST PH 182,112612007 9:04:43 AM,ranguiano,Adobe PDF,1:1 v/iviiivviiNiiiiiviii/iiiiviivmiivvwvviiiiiviiiiiiiiiiiiviii�i�i�i/i�iiivvmiJiJiiiiviiuvivNiv�iiiiNwvviiiiiiviiiiNiiuo/»iJiiiii,NJNiiJ�Jii�i�//ii e i i i 4 � 5 U Lu )RIC0 WALL SYSTEM SITE WALL f ... ._.. 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(MF) MILL FINISH-NATURAL ALUMINUM MEETS Q (BL) BLACK DURAFLEX-ELECTRO5TATIGALLY APPLIED s s BAKED ON PAINT, MEETS AAMA 2603 2'-4" % W S F 21-On FINI5H GRADE' s cc G S BRICK GAP SEE FINISH SCHEDULE FOR --N�--11 -- �NII-�N�I II I ICI 1 0 i— PERMALOG STRUGIURED6E SPECIFICATIONS. -� III (- "' III_ f— O ALUMINUM PAVER RESTRAINT V w CONCRETE FOOTING GONTINOUS FOOTING,`.IRE AT EXP.JT.W/1/2 R TROY1. W Q PAVER —I I I-III-I I = CMU PILASTER SEE FINISH SCHEDULE — 11=---I 1I� WALL EXPANSION JOINT SETTING COURSE _ = l FOR SPECIFICATIONS. (� F- 0 SCALE: NOT TO SCALE ; 7 Z Z GOMPAGT BA5EGOUR5E Z s � , ••... O O O O ( �O O (PER MANUFAGURER5 \�O W SPEGIFIGATIONS) 0�0 NOTE: O Q Q EXTENDING 6" (I52MM) o O O, REBAR AND FOOTING PER U U BEYOND RESTRAINT. 0° o STRUCTURAL ENGINEER FINISH GRADE s 5UE56RADE II—III=III 11=III=III= W V MORTAR GAP L,LJ 3/8" x 10" (G.5MM X 254MM) SPIRAL_ I I II I II I II I II I II I II I I�II F Z N 5TEEL 5PIKE AT 12" (305MM) O.G. _ O W O (TYP) OR 4" (IO2MM) O.G. MIN. %j�////\//////\// �j\�j�/��/ `� ���� F GM)WAIL PER ENGINE sLu t R v Lu l / �\\//\\\�/j\\//j\\/\ •• j\/j\\\/\\ \\ / 7.9 `� S SEE FINISH 5GHEDULE j J O � Q FOR REQUIREMENTS s z_ 0 s \\\\\ ° a \'` a NOTES: ��//�\�\\ a < ° \� L �+ Q INSTALL PER MANUFAGTURER'5 "INSTALLATION 6UIDELINE5" specifications FINISH GRADE P CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURERS SLIDING GONNEGTOR 5Y5TEM. She t book ❑ GORNER5: NOTCH BASE ONLY AND FORM A GONTINUOU5 CORNER. q5� COMPACTED POURED CONCRETE FOOTING PER SUBGRADE STRUCTURAL ENGINEER PERMALOG STRUGTURED6E A5 MANUFACTURED BY PERMALOG CORPORATION, HOLLAND MI. (800) 356-g660, (616) 3gg-g600 /\\//\\ i •9 t\ N o \j\\x/ v o chi GONTRAGTOR'5 NOTE: o F FOR PRODUGT AND PURGHA5IN6 INFORMATION VI5IT:WWW.PERMALOG.GOM /\/\/\/ / / / / a \/ Q OC / 95% COMPACTED /\\\i\\\\i\\i\/\i/�i/. /. 5 l l SUBGRADE�?\\�\/ POURED CONCRETE FOOTING PER STRUCTURAL ENGINEER o l PAVER EDGE DETA L-TYP. INSTALLATION COLUMN AN - - L D BRICK CAP SECTION TYPICAL GARDEN WALL SECTION 4 M _ I II 2 , — , N N SCALE: 3'=1'-On J SCALE: 1/2 - I - 0 SCALE: 1/2 - 1 - V F5 [� ,,,,,,,,,J..,,,,.,,.,.J.J.J.J.J.JJJJJJJJ/JJ.,,J,,,,,,,,,,,J,,....J.J.J.J,/ ,,,,,,,,, METAL PAVER RESTRAINT, SEE _ _ -- _ PROPERTY LINE @ SIDEYARD NOTE: o _ Q Ln FINISH SCHEDULE CONCRETE PAVERS @ HERRINGBONE PATTERN. SEE PLAN FOR EXPA51ON JOINT LOCATIONS. � a a SEE F1415H SCHEDULE FOR COLOR 4 TYPE. / ,_ , :�UBLIC UTILITY EASEMENT / 50 50 - E V V E — — CONCRETE PAVING i SEE FIN15H SCHEDULE /2 FELT IXPANSION NOTE: ; JOINT WITH DECO SEAL PLANTER FOR STREET ;% FOR SPECIFICATIONS TO MATCH CONCRETE TREE IS 51.5* 135• , s / drawn MLZ Proj. no. 0502 All /\//\//\/�\j/\//\j/\j/\j/\//\j/\jam\j/\\��\� date 12-23-05 `O � o -' _ . -_ .. " � • • : . • .: • \\\/i;�%j\%j\%/�/\\%j\%j\%j\%j\%/\%j\%j\%j�%/ 5 scale AS NOTED sheet no. FACE OF CURB 015% COMPACTED 5 SUB GRADE STREET 6" RAISED CONCRETE CURB STREET TREE TRUNK PER 12ol SIDEWALK PAVERS STREET TREE LANDSCAPE PLANS TYPICAL PAVING - SECTION LLJ SCALE: 14=1'-011 CONCRETE APPROACH TO DRIVEWAY SCALE: 11/2' = I' - 0' 4 of 24 G:\ProjectsiDolce\IntedorCD\0502-Interior Constr.Details.dwg,12.1 CONST DETAILS,1/26/2007 9:07:45 AM,ranguiano,Adobe PDF,1:1 cn U IRRIGATION LEGEND EMITTER LEGEND: INTERIOR PIPE SIZING c�IAR� ° t _ / h Lij PM/ WATER SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS PSI PATERN AI DESCRIPTION SYMBOL. _ BOTANICAL NAME COMMON NAME EMITTER REMARKS a UU - O NEEDS RAINBIRD 1804-SAM-R13-18F 4' LAWN POP-UP SPRAY HEAD 16F 16, 1.60 30 FULL M Single tnA1 row brdr that slats PIPE SIZE MAX. ALLOWABLE FLOW Acacia aneura Mulga L /0.2 PC-05-Io32 is,NM root ball. DIAL TMrowoRavc Q R P L A RAINBIRD 1804-5AM-PRS-BF 4' LAWN POP-UP SPRAY HEAD BF 8' 1.05 30 FULL M - Y" 0 - 5 GPM BEFORE >Avs s� CL Sago tru,k, lau branchiq that darts YOU DIG you>tc � i Acacia salicina Weeping Wattle L /0.2 PC-05-1032 m'kan root bail. Q RAINBIRD 1804-5AM-PRS-8H 4' LAWN POP-UP SPRAY HEAD SH 8' 0.52 30 HALF M %" 5 - 10 GPM TOLLFREE 1-800-227-2600 Single tnrk, law brmchig that stffte A PUBLIC SERVICE BY U 70390 O RAINBIRD 1804-SAM-PRS-8T 4' LAWN POP-UP SPRAY HEAD 8T B' 0.35 30 THIRD M -Acacia stenophylla Shoe String Acacia L-M /0.35 PC-12-1032 18'km riot ball. UNDERGROUND SERVICE ALERT v) 1 II - 15 GPM Hwy 111 Suite A RAINBIRD 1804-5AM-PRS-80 4' LAWN POP-UP SPRAY HEAD 80 S' 0.26 30 QUARTER M k tn.*, law brarchig that stark z Rancho Mirage Dalbergia sissoo Rosewood M /0.5 PI la krrn root ball. TREES 1 y' 16 - 25 GPM Q CA 92270 ■ RAINBIRD PC-12-I032 FULL CIRCLE XERI-BUBBLER - - (13) 30 - H Single trA, law branI that starts „ -� email:info•rpla.net - - Quercus buckleyi Redrock Redrock Oak M /0.5 PC-12-1032 lu'kar,rea ban. 1 Y 26 - 35 GPM X RAINBIRD SEE EMITTER LEGEND SINLE OUTLET DRIP EMITTER - - (12) 30 760.324-2682 LOT X '- Quercus virginiana "Heritage' Southern Live Ode M /0.5 PC-12-1032 Single ' ball.knI�� 2" 36 - 55 GPM W 760=-7012 fax RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT C k tank s sty z www.rpic.net RAINBIRD PESB SERIES VALVES Tipuala tipu Tipu Tree M /0.5 PC-12-I032 �'Ira„coat ball• - - - - - „ " Desert Museum *Is tnnk, lau bna *that starts Consulting • RAINBIRD #3RC QUICK-COUPLING VALVE F Pa•k'msonia Desert Museum L /0.2 PG-05-1032 la kan rod ball, I I Palo Verde � � Residential design I IBCO T-585-10 FULL PORT BALL VALVE LIE SIZE TO BE INSTALLED AT ALL SINGLE VALVES AND / OR G O go " " 0 Commercial design VALVE GROUPING. VALVES ARE TO BRANCH-OFF MAINLINE COURSE AND INSOLATE VIA BALL VALVE ■ Bougainvillea La Jolla La Jolla M /0.5 XB-IOPC-Io32 8 O.C. Z N BACKFLOW PREVENTER PER CVWD B Q ca. lic.4275 Calliandr•a hybrid Sierra Star Fairy Duster L /0.2 XB-IOPC-1032 6 O.C. NOTE: oe � U p --- INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER K O Ili gtemon viminalis "Little Dwarf Bottlebrush M /0.5 XB-20PC-1032 6' O.C. MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH FITTINGS LOT 7q I - - - LATERAL LINE CLASS 20o PVC PIPE Guara lindheimen Guara M /0.5 XB-20PC-1032 6' O.C. I POP UP SPRAY MEADS MUST BE SET 18" AWAY FROM HARDSCAPE �s�NOSCApf _ I - - - - LATERAL LINE CLASS 200 PVC PIPE AND WALKWAYS. ��o Q�R N E( lip LATERAL LINE CLASS 200 PVC PIPE O Durmta erects "Swoet Memory" Sky Flower M /0.5 XB-20PG-I032 12' O.G. �,. 0 y� > L✓ - - - _ _ _ _ - SEE SHEET 14.1 FOR IRRIGATION SPECIFICATIONS IRRIGATION Al - - - - - - LATERAL LINE CLASS 200 PVC PIPE O Eremophilla maculata 'Valantine' Valentine L /0.2 XB-IOPC-I032 6' O.C. LEGEND, PCS CHART, AND LINE SIZING CHART I I _ VALVE STATION: TREE (T), PALM (P), SHRUB (5) , GROUND DRUBS Leucophyllum Imgmaniae "Lym's Texas 5* L-M /0.35 XB-IOPC-1032 6' O.C. I NO TREE PLANTING WITHIN CVWD EASEMENTS OR RIGHT OF WAYS 12-31--07 1 Ca - - - - INDICATES ELECTRIC 1 COVER (GR), LAWN (L), HYDR05EED (H), POTS (PT) L`g°Gy" 0 NO CONFLICTING UTILITIES FOR PROJECT. " 'a" CONTROL VALVE SIZE--L- SUP Leuco llum h Ilum 1 Z INDICATES FLOW IN GALLONS PER MINUTE 'Cimaon" y Texas Ranger L-M /0.35 xB-IOPC-I032 8' O.C. `rl9 °'' P LOT 1 �� n n Malpighia globra "Mariggita" Barbados Cherry L-M /0.35 XB-20PC-1032 4' O.C. lF OF CA'L�E� O j I WATER METER (METERS 4,5 t 6) Y WATER METER (METER 3) INSTALLED BY CVWD O 1 L1 C Muhlenbergia capilla•is 'Regal Deer Grass M /0.5 XB-IOPC-1032 8' O.C. LOT 1 I A HUNTER ACC-OPDPP W/PLASTIC PEDESTAL, ET SYSTEM AND ET WIND. ICR-KIT REMOTE CONTROL KIT A ''� mist, OTema capensis Cape Honeysuckle M /0.5 XB-20PC-1032 4' O.C. - - - , FOR ALL SLEEVING CROSSING BELOW PAVING SEE SHEET 11.1 AND 11.2 Psilostrophe tagetna Paper Flower L /0.2 XB-CPC-Io32 5' O.C. Rwrarinus offic'nalis 'Arp" Arp Rosemary L /0.2 XB-05PC-1032 6' O.C. - - I.- THESE PLANS ARE DIAGRAMATIC. - - - 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARDSCAPE FOR CLARITY ONLY. Ruellia b. "Katie" Katie Ruellia L /0.2 XB-IOPG-Io32 3' O.G. '3.- AT IRREGULAR SHAPED AREAS CONTRACTOR SHALL USE ADJUSTABLE ARC NOZZLES AS NECE55ARY TO AVOID OVER5PRAT ON Russelia eWisetiformus Coral fountain M /0.5 XB-20PC-1032 8' O.C. O UILDINGS WALLS AND HARDSCAPE. CONTRACTOR SHALL INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY. O LOT 2 ' GENERAL IRRIGATION NOTES: Serra oliogophylla Outback Cassia L /0.2 XB-IOPC-1032 6' O.C. \ 1.- ALL IRRIGATION AT LAWN AREAS SHALL HAVE HEAD TO HEAD COVERAGE. O I T 18" AWAY SHRUBS Sena phyllodinea Silvery Sera L /0.2 XB-IOPC-1032 6' O.C. 2.- POP UP SPRAY HEADS MUST BE SE AY FROM HARDSCAPE AND WALKWAYS. �-- Nam. FIRE HYDRANT E 3.- POP UP SPRAY HEADS BE SET 12" AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALLS. Stipa tenuissima Mexican Feather L /0.2 XB-IOPC-I032 2' O.C. CONNECTOR TO WATER 4.- INSTALL PROPER SIZED HUNTER STATION DECODER PER NUMBER OF VALVE AT EACH VALVE GROUPING (12 4 OR 6) Grass z MAIN I ' LOT Bl Tecoma x Sunrise Orange Bells M /0.5 XB-20PC-1032 10' O.C. ..... ..:............... ...... _;.... ...................................... Plumbago sraxiem Summer Snow L /0.2 XB-05PC-1032 E Mcditerraical - - Chanaerops humilis Fan Palm M /0.5 PC-12-I032 42" h, min. multi-trunk ^ O PCS SELECTION CHART � � Hesperaloe pa•vifolia Yellow Yellow Yucca L /0.2 XB-05PC-1032 3 O.C. ACCENTS A I I I 1 MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PC5-260 PCS-370 } Agave desmettiona Agave L /0.2 XB-05PC-1032 O L1.J 0 LOT 82 I DESCRIPTION GPM 0.1 0.2 0.3 0.4 0.6 0A 1.25 1.75 2.60 3.70 Q COLOR BROWN BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED Aloe "Blue Elf" Vera Elf Aloe L /0.2 XB-05PG-Io32 SF - - 2' 3' 8' I w Calliatdria haernatocephala Pink Powder Puff M /0.5 XB-20PC-1032 LOT 3 I SPRAY 15 DEGREES SH _ 51 7 81 - _ _ VINES " " LJJ Q TRAJECTORY 8T 6 71 8 - - - �^m Vw� Bougainvillea Babara Karst' Bougainvilea M /0.5 XB-2oPC-Io32 80 4' 8' - - - - - - - - 20' OF - - - 4' 8' - - - O Lantana mantevidensis P�plTrailing M /0.5 XB-IOPG-I032 8' O.C. (� Q ' I tana SRAY 15 DEGREES IOH - 31 6' 8' 10, - - - - - L UIt- V ' TRAJECTORY lOT - 4' 9' 10' - - - - - _ Dalea a,pitata "sierra Gold' NCH M /0.5 XB-IOPC-1032 5' O.C. Z LJJ IOQ 2' 6' a' 10' Q W GROUNDCOVERS Da Hymenoxys acaulis Angelita Daisy M /0.5 XB-IOPC-Io32 IS' O.C. W 0 f 15F - - - - - 4' 6' 10, 12' 15, rr ,, LOT 4 15TQ - - - - - 6' 8' 14' 15' - Q Wedelia trilobata Yellow Dot M /0.5 XB-IOPG-Io32 8' O.C. I v SPRAY 23 DEGREES 15TT - - 1' 2' 4' 8' 10, 13' 15, - O 40 " a Over seed with Perenial Rye II I II TRAJECTORY 15H - - 3' 4' 7' 11' 15' 15' - - 6 Hybrid TiFfway Green Lam H /0.7 in Winter SCALE: 1 = 20 - 0 BermudaO J Q 5- M 15T - - 5' 7' 12' 14' 15, Z '� 1 CL 150 - 3' 5' q' 12' 15' - - - - ' 5F-5 - - - 1' 2' 3' - - - - 1 ' LOT 83 STEAM BUBBLER 5Q-B - 2' 4' 5' 5 - - - - - specifications _ 1KEY r1AP ......... .......... ... ...... ............................. I 5CST-8 - I 3 51 - - - - - - * f WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, 15 LESS THAN RADIUS SHOWN ON NOTE SEE cj't'1EE I I4,1 FOR IRRIGATION SPECIFICATIONS, sheet ■ book ❑ LEGEND. THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAINBIRD "PCS" PRESSURE COMPENSATING - - I SCREEN FOR LOW FLOW AND RADIUS CONTROL SELECT SREEN ON CHART ABOVE FOR PROPER RADIUS, � o . ' LOT 84 `� g LOT >; i WON MAT HLIN _ ' E Q Q ' I 1 i i i i - - - - i - PLAN 2 z I I I I I I I - s _0 - I I I - - - ' I Lkn - - - - - I I _ _ - - - - _ _ 1 LOT 8 SEE AREA A FOR 12. _I LATERAL LINES GONT. I - - - - - - I a I - o' LOT : - - T - - - - 1 � I I : � o a 1 - - - = - - - - - J F; - LOT I 8 � w \ B8 _ LOT : B7 LOT - - T _ {: 5E E AREA I FOR v cr cn LOT 85 VALVES LOCATION. - - - 1 O \ ICU 4 LOT 9 �7T SEA AREA G FOR C ° - - - - - - TRAVERS STREET LATE RAL LINES Cow. � �• a�D�0D0A1E NOTE: SEE AREA I FOR � _ - ' drawn MLZ VALVES LOCATION. - - - - - - SE E AREA B FOR ..... l I - - - - - i� \ LOT 10 - - proj. no. 0502 LATERAL LINE GONT. (- '101 - . These plans have been reviewed* by the Coachella Valley Water District in date 1 2-23-05 LOT 7 I / OT 16 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section / \ ion e in cooperation L / F' w th9the tlocal governing ng a efficient(Cilanty sorr Countcape y). I g 9 p . - r LOT S6 / LOT 11 9 9 agency Y Y)irrigation Cale 1 - 20 -0 a . o / LOT 12 LOT 13 LOT 14 Approval of this drawing by CVWD staff does not constitute approvalto \ / / l ; ;` ;>. encroach into district and USBR Ri hts-of-Wa . Trees, plants, walls and 1 $ T i < F : `.:............... ..........:...:......... �4A& �€LI I - 9 Y / / I permanent structures of any kind may not be planted or installed in CVWD and E3 / I ens or right-of-way without it_ � � � � � � / � _.... .,i.., � � , � �; - _ USBR easements right- f- ay nth t first obtaining an encroachment permit - - - - / / ' i I i I; from CVWD. sheet no. • I I DATE y �S' i0 w �1Ar�acEM SU RVWR Bel AREA "A" AREA '1811 MEW SUPERV190R 5 of 24 G:\Projects\Dolce\lntedor\CD\0502-Interior Irdgation.dwg,13.1 INTERIOR IRRIG A-B PH1&2,1/26/2007 9:10:32 AM,rang uiano,Adobe PDF,1:1 L-17133 • m,Lim AM immWELT IR7� o WNW ! mum xvc r r / / r r / / / r / r/. .....//....// , Im US, / r/ / 11 / / /// / / / / / / / . / ♦ / ail / / r // / / / / / rPO /// /low / / / f / / / / ! / / / / ♦ / , /, /, /ii,,,iii/Dili,,,,,,,,, /, rill„ / ! / / / // / ■ / / r / / ! r / INF/>/ //, / / // , %/ ,,.ate/N®r/11,110 _ / / // // / / / / / / / �/ ■ 7 �t I 1 r i / / / IF / loss r / ///. / / / rr/ / / / I r• r1 r . / ,iaaiaiaoiraaaiiiariaiaa/i aaaiaoi, „// // / / / ,oiaaairi / / !/ / / / 11 / ♦ 01. NMI/ ♦ / FRI / . / / / r 0",0/ / / /♦/ / / / /♦ / / / / 11 / / r /Oz. %/D/%%/i/i♦ii♦i/ail / / � / ♦ / // / / / r -------------------- ♦, ♦ . / No , / / / / / / / / / /, / . OCC®BCC C�C / / , / / C, f / . y / / a / / / / / r / , , / / / I ,ate / /, / / / / / , //.,, to I r / / / / 0 ETA IIL� _ ♦/ ro / / / / / - - i•[ / IEa / / / / PAP / ♦ WO F, I / / r/ / ram.�- / / , I `mil „ / / / / , r / / r • / FRI. , M1 PFUNI _. / / / / , i / r / / / „ // / • 0® r / Ell IN / monsoon VEMEMO. / r ail f, aaaa%/aa/ Err ,//., o; o ,,,,.,,,,, - i./ // ' ® � `< 1 , I► 1 , S FRI. 91 WWI. 0 ------------ u 000..... LLJ I NO I ""w/w/m/mm", Ion ............ m/V/ in 07 0 W" ........... u WORK, ............ Fill < R P L A LJLi CL ........... NO' 10101010/1 M miia M E < 70390 VINMONNEVIR u ..... m/m/ma, V) Hwy 111 Sutte A L_j -7 Rancho Mirage R CA 92270 email: info@rplo.net 760.324-2682 Lu 2�" 'g. 760IM-7012 fax �0 Tjr z www.rple.nef F®R - 9L Consulting mo/ V//rx. Residential design MEN M 0 Commercial design oo'2M X W/WX..w///';o z ca. fic.4275 4'V/je, M SEE "*VEN/. ----------- F/01/00 VON 1XV Rv ME 1,2 x"14,111 001 0 NMI P///, 1/d/m/a FRI. Vol ----------------- ... ....... .......... PON P�B I OF llw! FF OF 1:01. J!11�11�ell d/d, uil'mw fulmly"'llam PON W/ /N1 OF D/ =0010/00/1 P/11,FEEN 3 TM/0" MIN 11 WIN vo Pro /o/w/m/m/m, vzmw 00 mg OF. M1,0_010, Pg. Bill HIM", DIAL BEFORE VON' 01 ,On/ I MON. 2 -2600 27 N/MM/1 P//'.0//mu'0/-'/-"rma", WIN% A PUBLIC SERVICE en" UND SERVICE ALERT V//V00 V///P/////, ull Is FEENINEENER/ vu/ .........:1� 0/3 1 i>w vo. -'W 10' 0/6m,/11 '0 �.1111 M EM' X :V/J, ......... ON sE S001 .... IMON` QN11, ®r, I PON pg" FIJI, specifications V1111A WIN sheet book !/q, RON.on � r-- -------- W_M- 1 OM 4' LAWN POP P SPRAY HEAD A LAWN POP-UP SPRAY HEAD .......... IW4-5AM-PR5-8F 4 Imm"I I wm"zz MP 4' LAWN POP-UP SPRAY HEAD 10 7.7,-M Mv 4' LAWN POP-UP SPRAY HEAD -UP SPRAY HEAD rlm%71 elm IjQ7 111 NOWN/1. 4' LAWN POP El gill IN ...... FULL CIRCLE XERI-BUBBLER SINLE OUTLET DRIP EMITTER Z ro MR N XCZ-100-B-COM CONTROL ZONE KIT ow PESB SERIES VALVES #3RC GUICK-COUPLING VALVE Fall MN Cul Will .=_g BACKFLOW PREVENTER PER CVWD INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER I W MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCA FITTINGS LATERAL LINE CLASS 200 PVC PIPE LATERAL LINE CLASS 200 PVC PIPE LATERAL LINE CLASS 200 PVC PIPE LATERAL LINE CLA55 200 PVC PIPE TREE (T), PALM (P), SHRUB (5) GROUND ALVE STATION: INDICATES ELECTRIC COVER (GP), LAWN (L), MROSEED (H), POTS (PT) 01 CONTROL VALVE 51ZE 5GP INDICATES FLOW IN GALLONS PER MINUTE W. HUNTER ACC-99DPP W/PLA5TIC PEDESTAL, ET SYSTET1 AND ET WIND. ICR-KIT REMOTE CONTROL KIT A drawn MLz FOR ALL SLEEVING CROSSING BELOW PAVING SEE SWEET 11.1 AND 11.2 proj. no. 0502 ME'211 date 12-23-05 -M6W5E ADJJSTPtiLE ARC14OZZLE5_A5 X-GC-_-iARf TO A'WP4T,,FPZWtJ 0'; 3. AT IRREGULAR 5HAPED WJi5, VF0AT9',CTOR . 'UILDINGS, WALLS AND HARD5CAPE. CONTRACTOR 514ALL INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY. scaJe 1 20' -0" 3,- POP UP SPRAY HEADS BE SET 12' AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALL5. sheet no. 4.- INSTALL PROPER SIZED HUNTER STATION DECODER PER NUM13ER OF VALVE AT EACI4 VALVE GROUPING (1,2,4, OR 6) 133 -47-7:..Ina 777- 7 of 24 , , / / / .,. f. / II / / r / MEN J / / / FORT ZVI. r, r / // / / 1/ / /�/ /// / //. r /, / / Lu // / / / / / /// / / CL // / // / / / / . 1 ., . . 1 / EN/l/m, // /i70390 / / / / / / r 4' LAWN POP-UP SPRAY HEAD U / Mirage FULL CIRCLE XERI email: info@rpla.net F , F F / 1 / H / , fflzIMIETTM MO XCZ-100-13-COM CONTROL ZONE KIT .324 / -2682 / / / / r / / / / /, / / / // // ♦,/,,,f/,,,,,,,,/,/„/,,,f,,,/, // / / , / /, / / // // / , / / / / / #3RC QUICK-COUPLING VALVE COURSE CL Consulting / F ,f/ / / r f i� • / / / / / ll / MAINLINE SCHEDU-E 40 PVC PIPE WITH DE-7 SOCKET 5CW FITTINGS z LATERAL LINE CLASS 200 PVC PIPE ca. lIc.4275 / INDICATES ZONE FOR VALVE TJ MATC44 STATI#N NUMBER Commercial design / / / / / f / / / / , f ... r f . 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E M/0 EM/U/ MiMll lop looms If / cn U w 3.2 PIPING APPLICATIONS CITY OF PALM DESERT Q SECTION 02813 - SPRINKLER PIPING LANDSCAPE INSPECTION SNEDULE R P A w A. Aboveground, Pressure Piping: PART I - GENERAL 1. NPS 4 and Smaller: [Type M] [Type L] hard copper tube, wrought- or cast-copper fittings, and soldered Q joints. 1) Sleeving / Grading U 70390 2. NPS 4 and Smaller: Schedule 40 PVC i Schedule 40 PVC socket fittings,s and solvent-cemented joints. a. Sleeve diameter, t depth and location Q Hwy 1 o Suite A . 1.1 SUMMARY pipe, n9 � J � + y�+ Z Rancho Mirage B. Underground, Pressure Piping: b. Soil surface drainage, elevations and trash (including weeds It rubble) CA M70 A. This Section includes piping, valves, sprinklers, lawn sprinkler specialties, controls, and wiring. 1. NPS 4 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. J email: info@rpla.net C. Circuit Piping: 2) Wardscape / Boulders - Cobble 760.324-2682 PART 2 - PRODUCTS 1. NPS 2 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. a. Sidewalk and wall layout Z wwwj lane fax 2. NPS 2-1/2 to NPS 4: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented b. Utilities location www.rpla.net 2.1 PIPES AND TUBES joints, c. Boulder type, size, weight and placement Consulting >• Residential design D. Underground Branches and Offsets at Sprinklers and Devices: Schedule 40 PVC I PVC threaded fittings,s 3 Irrigation System Rough - In 0 Commercial design A. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 40. g p pipe, � + ) 9 Y 9 Z B. PVC Pressure-Rated Pipe: ASTM D 2241; PVC 1120 compound; SDRs 21, 26, and 32.5. and threaded joints. a. Trench depth and location Q ca. lic.4275 E. Risers to Aboveground Sprinklers and Specialties: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, b. Pipe size and class 2.2 PIPE AND TUBE FITTINGS and solvent-cemented joints. c. Pressure test (125 psi for 6 hours) F. Drain Piping: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. A. Copper Unions: ASME 516.18 cast-co-copper-al boo hexagonal stock with ball-and-socket joint G. Drain Piping: SIDR q, 11.5, or 15 PE controlled ID pipe; insert fittings for PE pipe; and banded or coupled 4) Plant Material (trees t shrubs) PIS � ppe Y Y� Son , joint, ��,Nosca�F metal-to-metal seating surfaces, and solder joint, and threaded or wider-joint ends. Include threads complying joints. a. Condition ��o Q SRN E with ASME B1.20.1. N. Sleeves: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. b. Type r1i�Al B. PVC Socket Fittings, Schedule 40: ASTM D 2466. c. Placement C. PVC Threaded Fittings: ASTM D 2464. 3.3 VALVE APPLICATIONS J D. Transition Fittings: Manufactured assembly or fitting, with pressure rating at least equal to that of system 5) Ground Cover (decomposed granite) t2-31-07 A. Aboveground, Shutoff-Duty Valves: "'7"�' and with ends compatible to piping where fitting is to be installed. g + y a. Type sl � 1. NPS 2 and Smaller: [Bronze, nonrising-stem gate] [Plastic] valve, b. Depth and spacing qlF 2.3 VALVES AND VALVE SPECIALTIES 2. NPS 2-1/2 and Larger: Cast-iron, nonrising-stem gate valve. c. Compaction OF B. Underground, ShutoFf-Duty Valves: A. Bronze Ball Valves: MSS 5P-I101 Class 1501 600-psig cold working pressure. Include bronze, two-piece 1. NPS 2 and Smaller: Curb stop, with tee head, curb-stop service box, and shutoff rod. 6) Final construction body with full port; chrome-plated brass ball; blowout-proof stem; PTFE seats and seals; 2. NPS 3 and Larger: Gate valve, with elastomeric gaskets and stem nut, valve box, and shutoff rod. a. Irrigation: threaded-end connections; and lever handle. C, Underground, Manual Control Valves: Bronze globe valve with control-valve service box and valve key. i) Valves, boxes and wiring B. Bronze Globe Valves: MSS SP-801 Class 125, with fitting for key operation and underground application. D. Control Valves: ii) Controller operation and schedule C. Plastic Valves: PVC with 150-psig minimum pressure rating, ends compatible with piping, and tee handle. 1. NPS 2 and Smaller: [Bronze diaphragm] [Plastic diaphragm] [Bronze ball] [Plastic] valve. iii) Sprinkler, bubbler and/or drip emitter type, flow rate and D. Bronze Diaphragm Valves: Cast-bronze body, normally closed, with manual flow adjustment, and operated 2. NPS 2-1/2 and NPS 3: [Bronze diaphragm] [Plastic diaphragm] [Bronze, nonrising-stem gate] valve. quantity per plant by 24-V ac solenoid. E. Drain Valves, NPS 1/2 and NPS 3/4: [Automatic drain] [Bronze, nonrising-stem gate] [Bronze ball] [Plastic iv) Overall operation E. Plastic Diaphragm Valves: Molded-plastic body, normally closed, with manual flow adjustment, and drain] valve. v) As built operated by 24-V ac solenoid. b. Tree staking F. Automatic Drain Valves: Spring-loaded, ball valve of corrosion-resistant construction and designed to open 3.4 JOINT CONSTRUCTION c. Overall for drainage if line pressure drops below 2-1/2 to 3 psig. „ " Q G. Quick-Couplers: Factory-fabricated, bronze or brass, two-piece assembly. Include coupler water-seal valve; A. Refer to Division 2 Section Utility Materials for pipe joint construction requirements. U removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel with ASME B1.20.7, B. PVC Piping Gasketed Joints: Construct underground Joints between cast-iron valves and PVC pipe with 3/4-11,5NN threads for garden hose on outlet; and operating key, elastomeric seals that fit pipe and valve ends. Use lubricant according to ASTM D 3139. LL Z 1. Locking Top Option: Include vandal-resistant, locking feature with two matching keys. C. Dissimilar Piping Material Joints: Construct joints using adapters or couplings that are compatible with both U H. Curb-Stop Service Boxes: Cast iron with telescoping top section of length required For depth of bury of piping materials, outside diameters, and system working pressure. LLJ valve, cover with lettering "WATER," bottom section with base of size to fit over curb stop, and 3-inch- C diameter barrel. Include steel tee-handle shutoff rod with one pointed end, stem of length to operate curb 3.5 PIPING INSTALLATION stop, and slotted end fitting curb-stop head. "WATER," A. Install piping at uniform slope of 0.5 percent minimum, down toward drain valves. Z V I. Valve Boxes: Cast iron with top section and cover with lettering WATER, bottom section with base to fit B. Install piping free of sags and bends. over valve, 5-inch- diameter barrel, and adjustable cast-iron extension of length required for depth of bury of C. Install groups of pipes parallel to each other, spaced to permit valve servicing. valve. Include steel tee-handle, shutoff rod with one pointed end, stem of length to operate valve, and end D. Install fittings for changes in direction and branch connections. - I` fitting valve operating nut. E. Install unions adjacent to valves and final connections to other components with NPS 2 or smaller pipe ¢ ~ z J. Control-Valve Boxes: PE, ABS, fiberglass, polymer concrete, or precast concrete box and cover, with open z connection. bottom, openings for piping, and designed for installing flush with grade. Include size as required for valves and L U • F. Install flanges adjacent to valves and final connections to other components with NPS 2-1/2 or larger pipe � � Q service. connection. 0 V 1. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 inches maximum to 3/4 inch minimum. G. Install dielectric fittings to connect piping of di:similar metals. 2.4 SPRINKLERS 0 F- P. Install underground thermoplastic piping according to ASTM D 2774 and ASTM F 690. C1'� W V CC I. Lay piping on solid subbase, uniformly sloped wi.hout humps or depressions. ryoo Z Cw A. Description: Manufacturer's standard sprinklers designed for uniform coverage over entire spray area J. Install PVC piping in dry weather when temperature is above 40 deg F. Allow joints to cure at least 24 Q LJ..I indicated, at available water pressure, O L u hours at temperature above 40 deg F before testing, unless otherwise recommended by manufacturer. U p B. Components: Brass or plastic housing and corrosion-resistant interior parts. 3.6 VALVE INSTALLATION C. Flush, Surface Sprinklers: Fixed pattern. D. Bubblers: Fixed pattern. A. Underground Gate Valves: Install in valve box with top flush with grade. s Z Q pC E. Not used. 1. Install valves and PVC pipe with restrained, gasketed joints. F. Not used. B. Underground Curb Stops: Install in service box with top flush with grade. G. Not used. C. Underground, Manual Control Valves: Install in manual, control-valve service box. N. Strainer/Filter Units: Brass or plastic housing, with corrosion-resistant internal parts, of size and capacity D. Control Valves: Install in control-valve service box, specifications required for devices downstream From unit. E. Drain Valves: Install in control-valve box. I. Single-Outlet Emitters: Plastic body, to deliver the following flow at approximately 20 psig: sheet book ❑ J. Drip Tubes: NPS 1/2 flexible PE or PVC for emitters and other devices, of length indicated, and with F. Valve Boxes in Turf Areas Shall Be Green in Color, Boxes in Shrub Beds Shall Be Tan in Color. plugged end. 3.7 SPRINKLER INSTALLATIONCU o 2.5 AUTOMATIC CONTROL SYSTEM o A. Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. _ s B. Install emitters at specified heights. � N A. Exterior Control Enclosures: NEMA 250, Type 4 weatherproof enclosure with locking cover and two Q a matchingkeys; and include provision for grounding. Y p 9i" 9 3.8 AUTOMATIC CONTROL SYSTEM INSTALLATION B. Transformer: Internal; and suitable for converting 120-V ac building power to 24-V ac power. C. Controller Stations for Automatic Control Valves: Each station is variable from approximately Five to 60 A. Install controllers according to manufacturer's written instructions and as indicated. " minutes, Include switch for manual or automatic operation of each station. B. Install control wiring in same trench with piping. Install wiring with loops at control valves and controllers, a D. Timing Device: Adjustable, 24-hour, 14-day clock with automatic operations to skip operation any day in at intervals not greater than 100 feet, and changes in direction to allow for expansion. Bundle wiring in same N C timer period; to operate every other day; or to operate two or more times daily, trench at 10-foot intervals. T "' 1. Manual or Semiautomatic Operation: Allow this mode without disturbing preset automatic operation. - a 2. Nickel-Cadmium Battery and Trickle Charger: Automatically power timing device during power outages. 3.9 CONNECTIONS E. Wiring: UL 4q3, Type UF, solid-copper-conductor, insulated cable, suitable for direct burial. cu y a • I. Feeder-Circuit Cables: No, 12 AWG minimum, between building and controllers. A. Provide and install 2 spare control wires from controller to valves, Terminate wires in valve box. Spare 2. Low-Voltage, Branch-Circuit Cables: No, 14 AWG minimum, between controllers and automatic control wire to be different color than wires used for valves on plans. valves and color-coded different than feeder-circuit-cable jacket color and with jackets of different colors for B. Ground electric-powered controllers, valves, and devices. -� multiple-cable installation in sane trench. C. Arrange for electric-power connections to controllers, control valves, and devices that require power. L 3. Splicing Materials: Pressure-sensitive, thermoplastic tape; waterproof sealing packets; or other waterproof U CN Cn connectors. FIELD QUALITY CONTROL CU F. Evapotranspiration (ET) Controller: 1. Controller shrill be Evapotranspiration (ET) Based. D. Testing: Hydrostatically test piping and valves before backfilling trenches. Piping may be tested in 2. ET System sahal have Wind Sensor (Anemometer). sections. Fdate MLZ 1. Cap and test piping with static water pressure of 50 psig above system operating pressure and without PART 3 - EXECUTION exceeding pressure rating of piping system materials. Isolate test source and allow to stand for four hours. 0502 2. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results 3.1 TRENCHING AND BACKFILLING are obtained. These plans have been reviewed* by the Coachella valley Water District in 12-23-05 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section65597 et seq. requiring efficient landscape and irrigation design in cooperation A. Install warning tape directly above pressure piping, 12 inches below finished grades, except 6 inches below 3.10 CLEANING AND ADJUSTING with the local governing agency (City or County). NOT TO SCALE *Approval of this drawing by CVWD staff does not constitute approval to subgrade Under pavement and Slabs. encroach into district and USBR Rights-of-Way. Trees, plants, walls and B. Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. A. Flush dirt and debris from piping before installing sprinklers and other devices. permanent structures of any kind may not be planted or installed in CVWD and C. Drain Pockets: Excavate to sizes indicated. Backfill with cleaned ravel or crushed stone graded from 3 B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler USBR easements or right-of-way without first obtaining an encroachment permit 9 � 9 J t�" pe 9 �" q� pr from CVWD. sheet no. to 3/4 inch minimum, to 12 inches below grade. Cover gravel or crushed stone with sheet of asphalt-saturated circuit. felt and backfill remainder with excavated material. C. N/A -- D. Provide minimum cover over top of underground piping according to the following: D. Adjust settings of controllers and automatic control valves. VAA" -7:;5- a �' I. Pressure Piping: Greater depth of minimum of 36 inches below finished grade, or not less than 18 inches DATE 3.1190 OF SECTION=6WATO �EW SUP90f" 14al below average local frost depth. 2. Circuit Piping: 12 inches. 3. Drain Piping: 12 inches . 01VAtILOMENT i5RIR SUPUM 4. Sleeves: 24 inches . 11 of 24 . G:\Projects\Dolce\lnterior\CD\0502-Interior Irrigation Details$Speadwg,14.1 IRRIGATION SPECIFICATIONS(2),112612007 9:27:49 AM,ranguiano,Adobe PDF,1:1 -1713 9 /i KEY NOTES MAINLINE LATERAL SECTION VIEW PVC SCW 40 ELL ( " � PVC 5CH 80 NIPPLE TYPICAL LENGTH AS U MAINLINE WIRING IN LEGEND " AND WIRING IN THE LATERAL CONDUIT REQUIRED) LU of ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. SAME TRENCH PIPE PIPE Al 30-INCH LINEAR LENGTH OF O2 EMITTER (SEE DETAIL FOR ASSEMBLY) " I. DEPRESSED WATERING BA51N _ WIRE COILED % ' 2. FINISH GRADE % I IN I WATER PROOF CONNECTION: RA BIRD % O3 MANUAL FLUSH VALVE. \ \�\ \ % SPLICE-1 (I OF 2) s '�- 3. EDGE OF ROOTBALL � \ \ \ % � Q 4 DRIP LATERAL - PVC CLASS 200 PIPE. / / / / VALVE BOX WITH COVER: RAIN BIRD VB-JMB R P l A 4. 4 PERF. PVC PIPE, 3 EACH \/\ \/ \/\ O NEADERBOARD `" ( '� //\ \/�\ \ /� W/ TAN LID OR EQUAL. HEAT BRAND VALVE s PER TREE. SEE TREE DEEP \ \ /' �\ STATION N0. ON LID IN 2 NIGH CHARACTERS % U b BOULDERS - SEE PLANTING PLAN. WATERING DETAIL) EQUALLY " ` �`� �� ` ` / ` 70390 FA 0 1 SPACED. " IN. ID TAG: RAIN BIRD VID SERIES c) 2 PLAN VIEW " Hwy 111 Suite A TOP OF MULCH Rancho Mirage 6 LATERAL LINE % WI IT /,ice CA 92270 5 TREE TRU K % � � RE W/0 CONDUIT FINISH GRADE Z �--� 3'MIN. 3'MIN. CONTROL ZONE KIT: XCZ-100-B-COM s / email: infoQrpla.net 760.324-2682 / s W 760.202-7012 fax 3 " o boo o PVC LATERAL www.rpla.net SEE ENLARGED / F DETAIL THIS PAGE 5 ° PVC SGH 40 MALE ADAPTER )r 's i • � � � \�/ // � 1 ///�\ 4 PVC 5CH 80 NIPPLE CLOSE (1 OF 3 � Consulting PVC SCW 80 UNION FOR SERVICING Residential design 4 RUN WIRING BENEATH TIE A 24-INCH LOOP IN ALL ASSEMBLY Commercial design ALL SOLVENT WELD Z �; 3 AND BESIDE MAINLINE. PLASTIC PIPING TO BE WIRING AT CHANGES OF PVC MAINLINE " Q ca. lic.4275 TAPE AND BUNDLE AT SNAKED IN TRENCH AS DIRECTION OF 30' OR GREATER. UNTIE AFTER ALL 3-INCH MINIMUM DEPTH OF 3/4-INCH of 10-FOOT INTERVALS. SHOWN. WASHED GRAVEL LAWN NOTES: CONNECTIONS HAVE BEEN MADE. ( ) ' BRICK 1 OF 4 ' I. SLEEVE BELOW ALL WARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER PLAN F PVC SCH 80 NIPPLE (2-INCH LENGTH, OF THE PIPE OR WIRE BUNDLE WITHIN. HIDDEN) AND PVC 5CH 40 ELL p 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PVC SCN 40 TEE OR ELL �R N E/ No�y/f EXAMPLE DRIP EMITTER LATERAL SYSTEM TREE WATERING SYSTEM PIPE � NIRE TRENCHING X-00�1�1ERCIAL CONTROL ZONE KITjr I / SCALE: NOT TO SCALE / SCALE: NOT TO SCALE' I ,2-31-07 / SCALE: NOT TO SCALE % SCALE: NOT TO SCALE / � U l l F / l ✓HH/lH/l//J/J/l////l////f////////////////////////////H////H///�///////H//////H/„// H/,///,// ,//// / //H„H //,H// / Amind Dab HHHH/////l/Jill//l//////////////////H/l/////////H/////l/1/J/l///////l/l///////////////�/////// //l//l/lHHi/HHl/Hl/Hl/H//////////////////////////!/////HH////f////////////H//////f/f//////////l////////////l/l////Jll////Hf/////////l/////l///f/l// LEGEND BACKFLOW ENCLOSURE PER s JlglF +,E��\P CVWD I I. RAINBIRD SINGLE OUTLET PRESSURE '%, % OF CAL COMPENSATING EMITTER W/EMITTER 30-INCH LINEAR LENGTH OF WIRE 1 % RP VALVE COILED CAP 'PC DIFFUSER" (SEE EMITTER OI SINGLE-OUTLET EMITTER: WATER PROOF CONNECTION CHART FOR EXACT EMITTER) (I OF 2) ID TAG 2• RAINBIRD PFR/FRA POLL' FLEX RISER PRESSURE-COMPENSATING BRASS MALE ADAPTER VALVE X WITH COVER: % (LENGTH AS REQUIRED). (I OF 2) 12-INCH SIZE 6 3. PVC FITTING (S x S x 1/2' FIPT). 2 O POLYFLEX RISER: FINISH GRADE/TOP OF MULCH "' 4. LATERAL LINE PIPE. (DEPTH PER `% 11 (LENGTH AS REQUIRED) � 3 MAX. BRASS UNION % REMOTE CONTROL VALVE: SPECIFICATIONS.) % % (1 OF 2) .77 3" MIN. RAIN BIRD PES-B \\ \\ 5. FINISH GRADE PVC SCN SO NIPPLE (CLOSE) ��%/j�/j�/j�/j�// /j��j��j��j��j��j��j�/� O3 TOP OF MULCH I I BRASS 90' ELL ice// 1 OF 4 PVC SCN 40 ELL \/\\/\\/\\/ \/\\/\\/\\/\\/\\/\\/\\� 04 FINISH GRADE ( ) MIN. 12" BRASS PIPE PVC SGN 80 NIPPLE !/\//\//\//\// \//\//\//\//\//\//\/ I % ii\`/i\`/\`/\`/ `/\`/\`/\`/\`/\`/`� LENGTH AS REQUIRED /�///� / /i/�/��/ ( ) \�\\\\\\\\ \\ \�\\�\ 4 O5 I/2-INCH X POLYFLEX RISER (TYPICAL) �O o O O° °�°�°Q��O BRICK (I OF 4) '% ADAPTER: RAIN BIRD FRA-050 5CH 80 NIPPLE (2-INCH LENGTH, FINISH GRADE HIDDEN) AND 5CH 40 ELL !/\//\//\// \//\//\//\' 6 PVC 5CH 40 TEE OR ELL \3 ` BRASS FEMALE ADAPTER //�\A/��, O7 PVC LATERAL PIPE Q z IRRIGATION MAINLINE PIPE PVC MAINLINE PIPE NOTE: USE TEFLON TAPE ON ALL 5 N� BRA55 PIPE FROM LL� s PVC SCH 40 TEE OR ELL \/i\/��/�\ \�� l b EMITTER TO BE ON HIGH SIDE OF SHRUB POINT-OF-CONNECTION \,\�\/\/\/ MALE PIPE THREADS. PVC E ER cc PVC SCH 40 MALE ADAPTER 4 7 WHEN PLANTED ON SLOPE. EMITTER TO NOTES: G BE AT LEAST 6 UPHILL FROM ROOTBALL s 0 PVC LATERAL PIPE TO IRRIGATE PROPERLY. 1-1WTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS s Z 3,0-INCH MINIMUM DEPTH OF 2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. " 0 V 3/4-INCH WASHED GRAVEL 3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. " 4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. % I I) W REMOTE CONTROL VALVE TREE WATERING SYSTEM (3 PER TREE) EMISSION DEVICE ON FLEX RISER N SRUB BEDS BACKFLON PREVENTER INSTALLED BY CVWD " � ¢ F= SCALE: NOT TO SCALE; I SCALE: NOT TO SCALE SCALE: NOT TO SCALE �+ SCALE: NOT TO SCALE ' Z / % / % / F , / / H W IO OI FINISH GRADE/TOP OF MULCH 5 0 V I OQUICK-COUPLING VALVE: SEE • �� 3 IRRIGATION LEGEND Ln w O T OVALVE BOX WITH COVER:6" SIZE � z (W SEE NOTE 5 1 I �, ,��,���� ®PVC SCH 80 NIPPLE (LENGTH ACC-gqDPP PLASTIC 0 0 W AS REQUIRED) PEDESTAL �'1", 2 PLAN o ]aUo �., z 4 5 3-INCH MINIMUM DEPTH OF 3/4" % (: PLANT MATERIAL WASHED GRAVEL 3 % 5 ©BRICK 1 OF 2 O2 FINISH GRADE/TOP OF MULCH % % ( ) ICU (D Q O POP-UP SPRAY SPRINKLER LEGEND PRE55URE-COr1PENSATING (PC) - 7OPVC SCN 40 STREET ELL O PVC SCN 80 NIPPLE % 6 (LENGTH AS REQUIRED) ®PVC SCN 40 TEE OR ELL s Us PVC SCN 40 ELL LEGEND % / 0 - s specifications , s PVC SCN 40 STREET ELL I. EMITTER PC-12-1032 (0.20 GPM EA.) � 4 9 PVC MAINLINE PIPE % p O PVC SCN 40 TEE OR ELL '% W/PC DIFFUSER CAP 10 PVC 5CH 40 ELL CONCRETE s s PVC LATERAL PIPE % ( ) s J / o 2. RAINBIRD PFRlFRA POLY FLEX RISER � � ® SLOPE TO DRAIN % book a s POP-UP SPRINKERS TO HAVE 11 2' x 2" REDWOOD STAKE W/ ® 6' MIN. THICKNESS " sheet o (LENGTH A.5 REQUIRED). , 18' SETBACK i ROTORS TO STAINLESS STEEL GEAR CLAMPS 3. PVC FITTING (S x S x I/2" FIPT). % HAVE 4' SETBACK FROM OR EQUIVALENT SUPPORT CURBS OR WALKS UNDER 4• LATERAL LINE PIPE. (DEPTH PER ',, SPECIFICATIONS. SYSTEM C.V.W.D JURISDICTION. ) 7 FINISH GRADEcu s a s 7 s 5. FINISH GRADE I1 10 9 8 7 ,r. . o s 6. PALM: REFER TO PLAN. 3/4"(Igmm) CONDUIT FOR -� NOTE: % 120/230 VAC 1 114", 1 1/2" OR 2' � Q � < < 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL (32 40 OR 50mm) NOTE: TO NOMINAL QUICK COUPLING VALVE INLET SIZE, 3/4"(Igmm) CONDUIT FOR GCBL ' IF PALMS ARE IN TURF AREAS, MODIFY INSTALLATION TO MIMIC DETAIL "I" AND HAVE VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS WIRING (IF REQUIRED FOR ACC) CONDUIT FOR VALVE WIRES s T EMITTER INSIDE PERFORATED PIPE WITH ROUND GRATE @ FIN15H GRADE. " POP-UP SPRINKLER DETAIL QUICK COUPLING VALVE HUNTER ACC-gqDPP CONTROLLER FSCALE: NOT TO SCALE SCALE: NOT TO SCALE s% % SCALE: NOT TO SCALE > LEGEND % s v s +z 1. DISTANCE SMALL BE A MINIMUM OF 6". ALL SLEEVES 2'-01 _ �_ v SHALL MEET THIS REQUIREMENT INCLUDING THOSE - 1,4PICN ARE DIAGRAMATICALLY SHOWN SNORT OF > " THE DISTANCE ON PLANS. I in s c V U 2. 12" MINIMUM. '% � � E - E 3. BACKFILL AND COMPACTION SMALL MEET GRADING 5 '% LEGEND SPECIFICATIONS. BV I. BROOKS#1100 10'x10' ROUND VALVE BOXv `�'WITH GREEN BOLTDOWN COVER - NEAT % � 4. BACK OF CURB OR EDGE OF NARDSGAPE. m `% BRAND 'BV' ON VALVE BOX COVER IN 2' a 5. SCHEDULE 40 SLEEVE / /\\j\\j\/ I +SIGH LETTERS. • 6. F I N I SI-I GRADE. 2. FINISH GRADE. 2 PLAN I 3. NIBCO 'T-585-70' FULLY PORTED BALL VALVE WITH HARD CHROME PLATED drawn (v�Lz BLOWOUT-PROOF STEM. = - _ 4. I SCN. 80 T.O.E. NIPPLE (TYPICAL) = LENGTH AS REQUIRED. proj. no. OSOZ III- Io = 5. 3/4 CRUSHED ROCK - 8 DEPTH. % These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 12-23-05 _ � s 6. COMMON BRICK (2 REQUIRED). F4 II 65597 et seq. requiring efficient landscape and irrigation design in cooperation , 7 / a I PVC SHC 40 COUPLING, USE PRIMER with the localgoverning- - - N NGagency (Cityor Count NOTE: AND GREY GLUE. s *Approval of this drawing by CVWD staff does not constitute approval to SCa1e NOT TO SCALE II % DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. a. 2' CLEARANCE._ ;, % � encroach into district and USER Rights-of-Way. Trees plants, walls and - SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE q. PVC MAINLINE PIPE. permanent structures of any kind may not be planted or installed in CVWD and I=1 I I=1 11= / 2 _ _ % IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION b °o ° . ° ° �'. a USBR easements or right-of-way without first obtaining an encroachment permit F - -III-III-III- l i °°gg °°8° . 10. CHRISTYS I.D. TAG (SEE NOTES). s from CVWD. THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ D. AT ANY SPRINKLER °.°�°. °8° ° °8�� ° °.°°° sheet no. - D °8o,8aag°sow:°��° ;go o� °. F - - - HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM WAS OPERATE $°• ° .°go : °° °°•°•• ' I TURF AREAS. _ _ _ _ FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE SECTION ° °° �''s°�g °�-� 2' N HRUB AREAS. 1=1I1=1I1=1I1=1I1= - _ 5 I-III-III-II li INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. III III 1III- NOTE: ALL SLEEVES SMALL DATE �i- � F ��I hNT 142BE TWICE TIE SIZE OF TIE SLEEVING INTERNAL OBJECT. PALM WATERING SYSTEM ( N %RUB AREAS) - BALL VALVE 0 ENT SERVI StpERN90R SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 12 of 2-4 I G:IProjectsiDoice\IntedoACDW502-Interior Irrigation Details&Spec.dwg,14.2 IRRIGATION DETAILS,1126/2007 9:29:22 AM,nanguiano,Adobe 1 1:1 L-17140 H U DOLCE RESIDENTIAL COMMUNITY DOLCE RESIDENTIAL COMMUNITY DOLCE RESIDENTIAL COMMUNITY DOLCE RESIDENTIAL COMMUNITY DOLCE RESIDENTIAL COMMUNITYUJ METER#6 METER#5 METER#4 METER#3 COMBINED METERS (3,4,5 &6)WATER CALCULATION U Maximum star Allows e Oe 1N y.___c Maximum Water Allowance Maximum Water llo nce Maximum Water Alloyange Maximum Water Allowancg Q R P L A Input Zone nut Zone ® Input Zone nut Zone 4 in W Input Zone �� CL Q Square Footage Calculations 70390 q g Square Footage Calculations Square Footage Calculations Square Footage Calculations Square Footage Calculations V) Hwy 111 Suite A Tree&Shrub Square foot 4955.8 Tree&Shrub Square foot 8628.9 Tree&Shrub Square foot 9402.9 Tree&Shrub Square toot 858 Tree&Shrub Square foot 23845.E Q Rancho i*age Turf Square foot 0 Turf Square foot 0 Turf Square foot 1759.7 Turf Square foot 1363.8 Turf Square foot 3123.5 Q CA 92270 Total Square foot Cobble/Boulder 0 Total Square foot Cobble/Boulder 1059.3 Total Square foot Cobble/Boulder 0 Total Square foot Cobble/Boulder 0 Total Square foot Cobble/Boulder 1059.3 -I emaN: lnk*rpla.net Total Waterferasture Square footage 0 Total Waterfeasture Square footage 0 Total Waterfeasture Square footage 0 Total Waterfeasture Square footage 0 Total Waterfeasture Square footage 0 J 760.324-2"2 Total Lanscape Square foot 4955.8 Total Lanscape Square foot 9688.2 Total Lanscape Square foot 11162.6 Total Lanscape Square foot 2221.8 Total Lanscape Square foot 28028.4 LU 760.=-7012 fax Zone No. Eto Water Adj. Total Conversion Factors Total Zone No. Eto Water Adj, Total Conversion Factors Total Zone No. Etc Water Adj. Total Conversion Factors Total Zone No. Eto Water Adj. Total Conversion Factors Total Zone No. Eto Water Adj. Total Conversion Faders Total z www.roa.net Factor Sq.ft 0.62 748 MWA Factor Sq.ft. 0.62 748 MWA Factor S .ft. 0.62 748 MWA Factor Sq.ft. 0,62 748 MWA Factor Sqft 062 748 MWA 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 1 57.01 0.5 0 0.62 748 . . . 1 57.01 0.5 0 0.62 748 1 57,01 0.5 0 0.62 748 0 11L Consul8ng 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 01 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 Resldenibl design 3a 75 0.5 0 0.62 748' 0 3a 75 0.5 0 0.62 748 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0,62 748 3a 75 0.5 0 0.62 748 >_ Reside lrcial design 3b 88 0.5 0 0.62 748 0 3b 88 0,5 0 0.62 748 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 3b 88 0.5 0 0.62 748 Z 4 93.9 0.5 4955.8 0.62 748 182.858E 4 93.9 0.5 9688.2 0.62 748 377,0238 4 93.9 0.5 11162,E 0.62 748 434.4012 4 93.9 0.5 2221.E 0.62 748 88.46307 4 93.191 0.51 28028.41 0.62 748 1090.74 Q ca.ik.4275 Total Number of plants �143� Total Number of plants 1 330 7 Total Number of plants 1 230 1 Total Number of plants L 2g 1 Total Number of plants 732 Number of lasts b water use °h of Total Landscape Square Footage Number of plants by water use %of Total landscape Square Footage Number of lants b water use %of Total landscape Square Footage Number of plants by water use %of Total landscape Square Footane Number of plants by water use %of Total Landscape Square Footage 1 Low 20 0.140 693.119 1 Low 162 0,491 4236,005 1 Low 91 0.396 3720.278 1 Low 0 0,000 0.000 1 Low 273 0.373 6893.236 2 Low/Mod 41 0,287 1420.894 2 Low/Mod 33 0,100 862.890 2 Low/Mod 28 0.122 1144.701 2 Low/Mod 0 0,000 0.000 2 Low/Mod 102 0.139 3322.748 3 Mod 43 0.301 1490.206 3 Mod 105 0,318 2745.559 3 Mod 111 0.483 4537.921 3 Mod 0 0,000 0.000 3 Mod 259 0.364 5437.173 4 Mod/Hi 0 0.000 0.000 4 Mod/Hi 0 0.000 0.000 4 Mod/Hi 0 0.000 0.000 4 Mod/Hi 0 0.000 0,000 4 Mod/HI 0 0.000 0.000 �cj� Q VR N E 5 High 0 0.000 0.000 5 Hgh 0 0.000 0.000 5 High 0 0.000 0.000 5 Ffgh 0 0.ODO 0.000 5 High 0 0.000 0.000 w ( N 6 Low Trees 2 0.014 69.312 6 Low Trees 2 0.006 52.296 6 Low Trees 0 0,000 0.000 6 Low Trees 2 0.069 59.172 6 Low Trees 6 0.008 195.456 ti z r, n 7 Low/Mod Trees 0 0.000 0,000 7 Low/Mod Trees 0 0.000 0.000 7 Low/Mod Trees 0 0.000 0.000 7 Law/Mod Trees 0 0.000 0.000 7 Low/Mod Trees 0 0.000 0.000 Q `t 8 Mod Trees 37 0.259 1282.270 8 Mod Trees 28 0.085 732.149 8 Mod Trees 0 0.000 OA00 8 Mod Trees 27 0.931 798.828 8 Mod Trees 92 0.126 2996.98E 9 Mod/FF Tree 0 0.000 0.000 9 Mod/Hi Tree 0 0.000 0.000 9 Mod/Hi Tree 0 0.000 0,000 9 Mod/Hi Tree 0 0.000 0.000 9 Mod/Hi Tree 0 0.000 0.000 t2-3t-Q7 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0.000 �- Total 143 Total 330 Total 230 Total 29 Total 732 �Q- qlF OF CAl�F Plantllrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plant/lrrigation System Type: Zone In.Eff, a Area seasonal Platt Factor: Plantirrigadon System type: Zone Irr.Eff. Area seasonal Plant Factor: Plantllrrigation System Type: Zone Irv.Eff. Area Seasonal Plant Factor: Plantlhri atio S ra /Sub/Drip 4 0.9 693 1 Low Shrub S ra /Bub/Dri 4 0.9 4236 1 Low Shrub - _ g n System Type: Zone Irr.Eff. Area Sessional Plant Factor: Spiral Sub/Drip 4 0.9 3720 1 Low Shrub S ra IBub/Dri 4 0.8 ' $9.172 6 Low tree $ ra /Bub/Drip 4 0.9 ' ld93 1 Low Shrub Season Zonal @o Plant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal @o Plant Area Conversion Patrons Estirtaad Value Factor 3.1 0.62 748 Irri.Eff. Water Use Value Factor 3 . 0.62 748 Irri.Of. Water Use Value Factor sq.ft. 0.62 748 Irri.Of. Water Use Value Factor sq.ft. 0.62 748 Irri.Of. Water Use Value Factor sq.ft 0.62 748 M Of VMsar use Spring 20.69 0.2 693.1189 0.62 748 0.8 2. Spring 20.69 0.2 4236.005 0.62 748 0.9 16.1 Spring 20.69 0.2 3720.278 o.62 748 0.9 14.1 Spring 20.69 0.2 59,17241 o.62 748 0.9 0.2 Spring 20.69 0.2 8893.236' 0.62 748 0.9 33. FQ Summer 57,29 0.2 693,1189 0,62 748 0.9 7.31 Sumner 57.29 0.2 4236.005 0.62 748 0.9 44.7 Summer 57.29 0.2 3720.2 8 0.62 748 0.9 39.2 Summer 57.29 0.2 59,17241 0.62 748 0.9 0.62 Summer 57.29 0.2 8893.236 0.62 748 0.9 93. 85 Fail-Winter 15.97 0.2 693.1189 0.62 748 0.9 2, Fail-Winter 15.97 0.2 4236.005 0.62 748 0.9 12. Fall-Winter 15.97 0.2 3720.2 8 o.62 748 0.9 10. Fail-Winter 15.97 -0 2 59.17241 0.62 748 0.9 0.1 Fell-Winter 15.97 0.2 8893.236' 042 748 0.9 28.1 TOTAL 11.99 TOTAL 3• TOTAL 64.3$ TOTAL 1.02 TOTAL 153. 90. Plantlirrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: Plant/irrigation System Type: Zone Irr.Eff, Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: Plantllrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: PI t/I n Spar Sub/Drip 4 0.9 1420.894 2 Low/Mod Shrub S ar /Bub/Dri 4 C9 862.090 2 Low/Mod Shrub �- r- an rrtgapo System Type: Zone Irr.Eff. Area SsasaalPtantoidSh Spa 4 0.9 1144901 2 Low/Mod Shrub Spray/Sub/Drip 4 0.9 798.828 8 Mod Tree S IBub/Drip 4 0.9 r3322.74! 2 Low/Mod Shrub Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estirreted Season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal Etc Rant Area Conversion Factors Estrrrted ( � Value Factor sq,ft. 0.62 748 Irri.Eff. Water Use Value Factor sq.ft. 0.62 748 Irri.Eff, Water Use Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Value Factor sq,ft. 0.62 748 Irri,Of. Water Use Value Factor sq.ft. 0.62 748 Irri Of. Wi r ar use (V / Spring 20.69 0.35 1420.894 0.62 748 0.9 9. Spring 20.69 0.35 862.89 o.62 748 0.9 517 Spring 20.69 0.35 1144.701 0.62 748 0.9 7. Spring 20.69 0.5 798,827E 0.62 748 0.9 7.6 Spring 20.69 0.35 3322.748 0.62 748 0.9 22.1 V Summer 57.29 0.35 1420.8W 0.62 748 0.9 26.2 Summer 5729 0.35 862.89 0.62 748 0.9 15.9 Summer 57.29 0.35 1144.701 o.62 748 0,9 21.1 Summer 57.29 0.5 96.8276 o.62 748 0.9 21.0 Summer 57.29 0.35 3322.74E 0.62 748 0.9 81. Fan-Winter 15.97 0.35 1420.894 0.62 748 0.9 7.31 Fail-Winter 15.97 0.35 862.89 0.62 748 0.9 4. Fall-Winter 15.97 0.35 1144.701 0.62 748 0.9 5. Fail-Winter 15.97 0.5 798.827E 0.62 748 0.9 5.8 Fail-WWnter 15.97 0.35 332Z748 0.62 748 0.9 17.1 TOTAL 43:03 TOTAL 26.13 TOTAL 34.67 TOTAL 34.5E TOTAL 100. al ` Plantllrri ation System T e: Zone Irr.Eff. Area Seasonal Plant Factor: Plantllrri ation System Type: Zone Irr,Eff. Area seasonal Plant Factor: Plantllrri adon System Type: Zone Irr.Eff. Area seasonal Plant Factor: Ptantllrrigadon System Type; Zone Irr.Eff. Area Seasonal Plant Factor: v r� S ray u / p 4 1490.206 o Spra Bub/Drip 4 0.9 2745.5 9 3 od Spray/ / ip 4 0.9 4537.921 M S re Sub/Drip 4 0.16 r 1363.8 11 Turf M P antllyd adon System Type: Zone Irr.Lift. Area SsssartslPisntFsctor 1..� Z Season Zonal Eto Pant Area Conversion Factors Estirreted Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Spray/Bub/Drip 4 0. 8437.173 3 Mod ' ' 1 Value Factor sq.ft. 0.62 748 Irri.Eff, Water Use Value Factor sq.ft. 0.62 748 Irri,Elf. Water Use Value Factor sq.ft. 0.62 748 Irri,Of. Water use Value Factor sq.ft. 0,62 748 Irri,Of. Water Use LU Season Zonal Eto Rant Area Conversion Facwrs Estneled Spring 20.69 0.5 1490.20E os2 748 0.9 14.2 Spring 20.69 0. 2745.559 0.82 748 0.9 28.1E Spring 20.6E 0.5 4537.921 0.62 748 0.9 43.2 Spring 20.69 0,7 1363.E 0.62 748 0.7 21.E Value Facts sq.ft. 0.62 748 tri['Jf Willer Use S Summer 57.29 0.5 1490.20E 0.62 748 0.9 39.31 Sumner 5 .29 0.5 2745.559 0.62 748 0.9 72. Summer 57.29 0.5 4537.921 0.62 748 0,9 119.72 Sumter 57.29 0.7 1363.8 0.62 748 0. 5 60. Spring 20.69 0.5 8437.173 0.82 748 0.9 B0.Fail-Water 15.97 0.5 1490.20E o.82 748 0.9 14. Fall-Water 15.97 0.5 2745.559 0.62 748 0.9 20.1 Fail-Water 15.97 0.5 4637.921 o.62 748 0,9 33.3 Fal-Winter 15.97 0.7 1363.8 o.82 748 0.75 16. Summer 67.29 0.5 8437.173 o.62 748 0.9 222.38 58 TOTAL 64.47 TOTAL 118,78 TOTAL 196.32 TOTAL 99.12 Fall-Winter 15,97 0.5 8437.173 o.62 748 0.9 62.05 Plantllrri ation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plantlirrigation System Type: Zone Irr,Eff. Area seasonal Plant Factor: TOTAL � 0 Spiral y/Bub/Dri 4 0.9 69,312 Low Tree + Plantllrrigadon System Type: Zone Irr,Eff. Area Seasonal PlaMFactor: Total Estimated Water Use 134.71 S ra /Bub/L1rl 4 0,9 52.29E 6 Low Tree �-- Z f 1 S ra /Bub/bri 4 0.75 1759.7 11 turf `./ Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated Season ZonalEt0 Rant Area Conversion FactorsEstimated Plantllrri ad O Value Factor -sq 0.62 748 Irri,Elf. Water Use Value Factor sq.ft. 0.62 748 Irri.Of, Water Use g on System Type: Zone Irr.Eff. Area Seasonal Plant Fietor: J I A Value Factor sq.ft. 0:62 748 Irri.Elf. Water Use r �,/ j $ IBubJDdp 4 0.9 196Ase 6 Low Tin. W Spring 20.89 0.2 68,31189 0.62 748 0.9 0,2 Spring $7.29 0.2 52.29636 062 748 0.9 0.2 spring 20.6E 0.7 1759;7 0.62 748 0.75 28.1 Season Zonal Eto Plant Area Conversion Factors Estmatsd Sumner 57.29 0.2 69.31189 0.62 748 0.9 0.7 Summer 57.29 0.2 52.2963E 0.62 748 0.9 0. Summer 57.29 0.7 17597 0.62 748 0.75 77. value Factor sq.ft. 0.62 748 hi Bi water Lite Pau-Vvfiter 15.97 0.2 69.31189 0.62 748 0.9 0.2 Fab-Winter 15.97 0.2 52.29E 0.62 748 0.9 0.1 Fall-Winter 15.97 0,7 1759.7 0.62 748 0.75 21.7 Spring 20.69 0.2 195.4557 0.62 748 0.9 0.74 TOTAL 12q TOTAL 0,90 TOTAL 127.90 Summer 57.29 0.2 195.4557 o.82 748 0.9 2. z Plantlirrigation System Type: Zone Irr,Eff. Area seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr,Eff. Area Seasonal Plant Factor: Fall-Winter 15.97 0.2 195.4557 om 748 0.9 0.57 � TOTAL 3, M W S ra Sub/Drip 4 0.8 1282.270 8 Mod tree Spray/Bub/Drip 4 0,9�-732.149 8 Mod Tree Total Estimated Water Use 423.27 LL Season Zonal Eto Rant Area Conversion EstimatedarU Plantllrrigation System Type: ,Zone Irr.Eff, Area Seasonal Plant Facfar: Season Zonal Eto Plant Area Conversion Factors EstimatedL Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use .Value Factor sq.ft. 0:82 748 Irri.Elf, Water Use $ re /BUb/Drl 4 0.9 T29AS.lSS 8 Mod TM Spring 20.69 0.5 1282.27 os2 748 0.9 12.22 Spring 57.29 0.5 732.1491 0.62 748 0.9 6. Season Zonal Etc Plant Area Conversion Factors Estrretad - A O Summer 57.29 0.5 1282.27 0.62 748 0.9 33. Summer 57.29 0.5 732.1491 0.82 748 0.9 19,32 Value Factor sq.ft. 0.62 748 Fri Elf WMear use �,/ ) W U Fail-Winter 15,97 0.5 1282.27 0.62 748 0.9 9. Fail-VVnter 15.97 0.5 732.1491 0.62 748 0.9 5, Spring 20.89 0.5 2996.98E 0.62 748 OA 28. � w TOTAL !L<+.47 TOTAL 31.E Summer 57.29 0.5 2996.98E 0.82 748 0.9 79.06z N Fail 4vinter 15.97 0.5 2996.988 0.62 748 0.9 22.04 O W Total Estimated Water Use 176.17 Total Estimated Water Use 250.80 TOTAL '�• (W t 1� Q WATER CONSERVATION CONCEPT STATEMENT Plant/Irtfgation System Type: Zone Irr.Eff. Area SeasonalPaantFacftor: LLJ Spra /Bub/Drip 4 0.76 3123.E 11 Turf Season Zonal Etc Platt Area Conversion Factors Cstrretetl '- J Project Site:Dolce Residential Community-Interior Streetscape Value Factor sq.ft. 0.62 748 Irri Elf wear use J Q Spring 20.69 0.7 3123.5 o.62 748 0.75 60.00 Tract or Parcel Number:Tract No.31071 Summer 57.2 0.7 3123.5 om 748 0.75 138.44 CL 1..`. L.i Fail-Writer 15.97 0.7 3123.5 om 748 0.75 38. TOTAL �, go- Project Location:Gerald Ford Drive and Gateway Drive,Pain Desert,CA 92260 Total Estimated Water Use 979.60 specifications Landscape Architect/Irrigation Designer: Randy Purnel Landscape Architects Included in this project submittal package are:(Check to indicated completion) sheet book ❑ X 1 Maxinuun Annual Applied Water Allowance: Conventional Landscape: 1090,74 CCF cu � � o t= g N +Recreational Ttlrfgrass Landscape: CCF =Maximum Annual Applied Water Allowance: 1090.74 CCF o X 2 Estimated Annual Applied Water Use by Hydrozane: Q � Ttwlgrass Hydrozones: CCF +Recreational Tw1grass Hydroaones: 227.02 CCF +Very Low Plant Hydrozones: CCF - +Low Plant Hydrownes: 157.28 CCF F3 k +Medium Plant Hydroames: 595.31 CCF & �L C +H' Plant Hydrozones: CCF � +Water Features: CCF > =Estimated Annual Total Applied Water Use: 979.61 CCF - a _tin t t X 3 EATAWU<MAAWA X 4 Landscape Design Plan .�'X 5 Irrigation Design Plan NA 6 Grading Design Plan > , cv NA 7 Soil Chemical Analysis(optional) Description of Project: The planning and design actions to achieve water conservation drawn MLZ and efficiency for Dolce include selecting plants with low water requierements and the utilization of a drip irrigation. prof, no. 0502 Date: 10/17/2006 Prepared by: Martha L.Zapata These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 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). scale NOT TO SCALE *Approval of this drawing by CVWD staff does not constitute approval to 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. DATE _ 143 ° 13 of 24 G:1ProjectsZdce\lntefionCD10502-Inte6or Irrigation Details&Spec.dwg,14.3 IRRIGATION CALCS,2/7/2007 2:24:51 PM,mfitchom,HP DesignJet 500 42_HPGU Card(temporary).pc3,1:1 L-17141 U Lu 2 DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME OTY SIZE WATER REMARK5 Lu R P ` " PLANTING LEGEND: INTERIOR NEEDS Q DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME OTY SIZE WATER REMARKS U 70390 NEEDS Ruellia b. "Katie" Katie Ruellia 51 5 G. L /0.2 3' O.C. � Hwy 111 Suite A Rancho Mirage Single trunk, low branching that starts Z CA 92270 1 LOT X s ■ Acacia aneura Mulga 23 24" B. L /0.2 18' from root ball. a Russelia equisetiformus Coral Fountain 5 5 G. M /0,5 8' O.C. Q email: info"la.net Acacia solicino Weeping Wattle 21 24" B. L /0.2 Bl fromngle urootlball ow king that starts W 760.324-2682 - �`"r'" 9Serra oliogophylla Outback Cassia 13 5 G. L /0.2 6' O.C. Z 760-M-7012 fax �-`- % _ '',.. .............,,,,//" y` JY; Si le trunk, low br=hing that starts www.rpla.net . ' ., Acacia stenophylla Shoe String Acacia 15 36 B. L-M /0.35 I8�from root ball SHRUBS Serino phyllodinea Silvery Senna q 5 G. L /02 6' O.C. Consulting Single trunk low branching that starts LOT U /j''.. Dalbergia sissoo Rosewood 26 36 B. M /0.5 18'from root ball. �- Residential design 0 TREES Mexican Feather 44 5 G. L /0.2 2' O.C. Commercial design ii i� Single trunk, low branching that starts Stipa tenuissima Quercus buckleyi Redrock 24" B. 18' Fran root ball. Grass Z Redrock Oak 10 M /0.5 Q car. lic.4275 LOT 79 / r Single trunk low branching that starts Tecoma x Sunrise Orange Bells 2 5 G. M /0,5 10' O.C. oc - Quercus virginiana "Heritage" Southern Live Oak 27 36 B. M /0.5 IB'from root ball. 37 Single trunk, low branching that starts um scan ens Summer Snow 13 5 G. L /0.2 111 Tipuana tipu Tipu Tree 6" 8� 0 3 B. M /0,5 I from root ball, a DSCApF > - GARAGE SIDE TREE � �'" 1 �oRN E ��ti - /- Mediterranean I c' Single trunk low branching that starts 5 M /0.5 a � „ „ Desert Museum „ ng Chamaerops humilis 3611 B. 4211 h. min. multi-trunk �' Q o Porkinsonia Desert Museum 25 36 B. L /0.2 B" from root ball. Fan Palm Palo Verde J I Hesperaloe parvifolia "Yellow" Yellow Yucca 29 15 G. L /0.2 3' O.C. d l� ■ Bougainvillea "La Jolla" La Jolla 7 5 G. M /0.5 8' O.C. t2_31-07 LOT 80 1 O ACCENTS blow Do Q Calliandra hybrid "Sierra Star" Fairy Duster 23 5 G. L /0.2 6' O.C. Agave desmettiana Agave 13 15 G. L /0.2 LOT 1 F OF �E ,,f--- •':,,,,� _ Callistemon viminalis "Little I Aloe Blue Elf 17 15 G. L /0.2 CAS „ Dwarf Bottlebrush 3cl 5 G. M /0.5 6 O.C. } " " Blue Elf Aloe O John "Y'' Vera i Guara lindheimeri Guara 43 5 G. M /0.5 6' O.C. Calliandria haematocephala Pink Powder Puff 14 15 G. M /0.5 VINES Duranta erecta "Sweet Memory" Sky Flower / O o Invl ea "Barbara Karst" 17 5 G. M /0.5 12' O.C. B uga' 'Il b K Bougainvilea 15 15 G M /0.5 (./7 Purple Trailing , W /� O Eremophilla maculata Valentine Valentine 42 5 G. L /0.2 6 O.C. O Lantana montevidensis Lantana 8 5 G. M /0.5 8 O.C, w LOT 2 / Leucophyllum langmaniae "Lynn's SHRUBS Texas Sage 23 5 G. L-M /0.35 6' O.C. Dolea capitato "Sierra Gold" NCN 38 1 G. M /0.5 5' O.C. F--- p / Legacy O Leucophyllum zygophyllum "Cimarron" Texas Ranger 26 5 G. L-M /0.35 8, L■O.C. GROUNDCOVERS Da Hymenoxys acaulis Angelito Daisy 32 1 G. M /0.5 18" O.C, U Cimarron w I LOT 81 O Malpighia glabra "Mariquita" Barbados Cherry 53 5 G. L-M /0.35 4' O.C. Wedelia trilobata Yellow Dot 6 1 G. M /0,5 8' O.C. - Muhllenbergia capillaris "Regal Deer Grass 13 5 G. M /0.5 8' O,C. L Hybrid bermuda "Tiffway Green" Lawn 3123.5 H /0 7 Over seed with Perenial Rye Mist sq, ft. in Winter . . z �'1 Tecoma car nsis Ca Hone suckle ' MOHAVE GOLD 3" MIN. TO FINAL Mix: Sq%-8" aggregate, 13-fines Install in all planter areas, ec / O pe Cape y 20 15 G. M /0,5 4 O.C. 3/8" MINIUS material. From kalamazoo p G DECOMPOSED GRANITE DEPTH WETTED � ROLLED except in dry stream beds i ' � materials 520.575.9b01 � O _ Psilostrophe tagetina Paper Flower 18 5 G. L /0.2 5 O.C. INERT MATERIALS � V 11 LOT 82 I BOULDERS Cresta Rojo See boulder legend for sizes and tonage I O► Rosmarinus officinalis "Arp" Arp Rosemary 13 5 G. L /0.2 6' O.C. ---I W f . Strewn bed cobblestone: arizona 33% 1" -8-311 33% 4" " 33% W-12" from To minic real streambed. Q _ sun pebble southwest+ boulder 760.342-5522 See plan for contouring. z H• PLANT QUANTITY: LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR/CLIENT. CONTRACTOR TO VERIFY QUANTITIES ON PLAN. z ' Q I NOTE: GARAGE SIDE TREES FOR REFENCE ONLY. SEE FRONT YARDS TYPICALS FOR IRRIGATION AND PLANTING LOCATIONS. UNIT PRICES: LANDSCAPE CONTRACTOR SHALL FURNISH UNIT PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN SUBMITTING HIS BID TO THE OWNER. Z Uj WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE, LANDSCAPE CONTRACTOR, PLEASE CONTACT THE DEVELOPER FOR ¢ Q STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT U �•., f MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE FROM RED SCALE AND RED IMPORTED FIRE ANTS ^ ............................ ... �- NOTE: (AONIDIELLA AURANTII). O NO AN IN WI SIN C W `�' " L TREE PL T G T V D oc z w LOT 4 � � � 4 OW EASEMENTS OR RIGHT OF WAYS oc W LLJ _z F- _ GARAGE SIDE TREE �' Q LOT 83 ' z 0- 0 cc 0- - - GARAGE SIDE TREE - KEY l�(A� �///////�'/'�////� /�/�/��////�//// '// ' � I specifications sheet book ❑ PLAN 2 zLL LOT 84 LOT S - v _ , }„ .. //�ri / LOT N / / i O / .. LOT / ? � .� T I /� '� ,y , / i -;f LOT SS f/ �- tar- Dart nQc i % • ``''�'-i %� / \�,fi LC� •''�••, / ,f//ui LOT S/`'"'"'-,iii �/%// ' L -LOT 6 .,...f4.... :::: Na { LED, FS i 77-17 o w ..Lcrr�/ �- _ _ - -TRAVERS ,7 BEET ,;; _ s /� , ' LOT I ' LOT 85 / - v v - o - - / :, LOT Ib' �' % ;� ,,.,. �/,....� LOT /`1// LOT11 /, i --i ...,..->,J.........' .,/..,., .,. f,.f�..r•;::.,:.>ff / ✓ LOT 12 / , i•. LOT 1',/ LOT 14 I .. y ,------ El I I I I drawn M LZ LOT 7 T 1 I I I proj. no. 0502 LOT 86 These plans have been reviewed* by the Coachella Valley Water District in l GARAGE SIDE TREE accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 12-23-05 / s I II II /"/"".. ; %, '"i 's '' ", ///"'yw,, AREA 65597 et seq. requiring efficient landscape and irrigation design in cooperation ,.,..., - */;,,....; , scale 1 20 - - ;5,,,, 'j with the local governing agency (City or County). ■ - ■ *Approval of this drawing b CVWD staff does not constitute approval to - w r PP 201 801 encroach into district and USBR Rights-of-Way. Trees, plants, walls and //,/ BOULDER SCHEDULE permanent structures of any kind may not be planted or installed in CVWD and p USBR easements or right-of-way without first obtaining an encroachment permit n I O from cvwD. sheet no. is "KJ SYMEiOL SIZE QUANTITY "A" ) I( A 3'x4'x2' 5 e 0' AREA 132'x3'x2' q DIAL TWO WORKIN° DATE .2 O1G G 3'xl'x2' 4 BEFORE DAYS BEFORE 15ol YOU DIG YOU DIG WATER MANAMMENT SUPERVION D 2'x2'x2' 1 TOLL FREE 1-800-227-2600 401 Boulders to be permeon stall unless otherwise directed UNDER ROBUND SERVICE ALERT SCALE: 1" = 20' - Oil by Landscape Architect. 0 ENr e'PER'"SM 14 of 24 G:\Projects\Dolce\lntedoACD\0502-Interior Planting.dwg,15.1 INTERIOR STREET TREE PH1&2,1/2612007 9:33:37 AM,ranguiano,Adobe PDF,1:1 L-17142 . , ' LIJ I :P t� I •r � LU CL ■ ■■ ■ ® ® \\ \ ■ .. ■ '� ® 1 Iz CA . . -� ■ M 1 . . . j i Uj z 7602M.7012 . o ', www.rpla.net >_ Residential design in Cornmerclal design r ■► ® ► 1 , �� M11 .11CL Consulting LOT 17 �■■ ■� r: r • 1 • t ® ® ® LOT 24 -■ , ■ ■ All ' An PLANTING LEGEND: INTERIOR pp FPO// ... . . >�. / / / / / / / / / / / loll �// / / / / //♦ / /.f ♦ / / / r / - 1 f / 1 , MW / �y / r / / NVER FRI / mom 1 / / / / a ail / / /. • / , i / / / i / / mom f /Vol/ / . r ail , /iaa, / r aaaai,: ♦ , r / / . r . // I / / / / / / r / ail / . r .. r / / / / / / f ... // of ., „ , •... . _ / RN r f / Tr / / / /. ,/ ♦ / WMI ,WNP/Se, VON, / / / / IRAN , / 011 / / / / / / / / / sheet book / specifications / / / / / / / r , / / / r / / „ r / / ,/ Fol r / VMS VVE/W / / aaaaa,��iaiii aim / / / r'I aaa / / / / / / / / r , / / / / / / / / / 1 all 7 , Ia 0 / / / WINE / 1 / I / r'T / / / / 3 / a a ■ ■ _ / / _11 / I� , ram./ // ■� it / / / f/ r , r / rl . 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" : Q U 70390 yPUBLIC UTILITY EASEMENT p 5'-0' Hwy 111 Suite A Z Rancho A (rage • •• � Q CA 92270 �= email: info•Irpla.net 760.324 NOTE: LU PLANTER FOR STREET Z 7www.pla nle fax TREE IS 51.50 :::, TREE TIES BETWEEN STAKE AND ad 135' �35, o TREE; TIE SHALL BE CINCH TIE 111 TREE-TIE (800)910-2810 ConsuBing Residential de'� 4=pv TREE PER PLANTING PLAN 2' DIA. x 10' LONG LODGE POLE p Commercial design - n > STAKES PLACED 12' FROM Z v TRUNK (TYP.) ca. lic.4275 / o • -' z _ •• ROOTBALL: SET TOP OF R007 CROWN AT FINISH GRADE ' � EARTH WATERING BASIN IN GROUDCOVE N AREAS EARTH WATERING BASIN R a SIZE TO MATCH ROOT BALL DIMENSION +0 MAX FOR IRRIGATION ROOTBALL: SET CROWN 1'-2' NDSCgpF FINISH GRADE ABOVE FINISH GRADE \r,\\j/ \j\ '•; /\\jj// //�\ FINISH GRADE - ISH DG i FIN \ FEATHER � FACE OF CURB SUB GRADE ROOTBALL TO SIT ON '�\ \/\ `.` /\ j\ % Q C', \\\j •. UNDISTURBED NATIVE S01L o Ln BACKFILL TO BE NATIVE SITE 501L ONLY \�` I STREET -31-07 12 II i� 6 RAISED CONCRETE CURB ROOTBALL TO SIT ON UNDISTURBED NATIVE 501L NATIVE 501E \ \/\\/�\\�/\\/ / '!'r!v°�" STREET TREE TRUNK PER " /!\\ //\/\//\\/\//\/\\// \: NATIVE 501E \ /\ `flgT °ds LANDSCAPE PLANS \� \� \ \ ��� of CA�� CONCRETE APPROACH TO DRIVEWAY 3x ROOTBALL--. NOTES: I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. PROVIDE EXPANDABLE TRUNK GUARD IN TURF AREAS. SIDEWALK PAVERS @ STREET TREE _ TREE PLANTING DETAIL TREE STAKING DETAIL SCALE: 1/4" = I' — 0' SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN. / EXPANSION SHIELD BY 'RED HEAD' OR EQ. • z �-1/4' DIA. BOLT �J �1 • • • • TOP OF R00T CROWN SHALL MIN. 2' COMPACTED \ / #q GALVANIZED WIRE WALL SURFACE VINE TIED TO TRELLIS W/ RUBBER TIES BE AT FINAL GRADE DEC,OMP05ED GRANITE w J D D • o FINISH GRADE r \ v SUB GRADE 7 � (f') I/2 D D ¢ w °�'�' °�'• ° ° EDGE OF PAVING, WALK, WALL, ETC. ';�/�\//\/\, ROOT BALL 7~ ~ ^='��`�"ta�boa;, �°°,s,•;�° o \j\\jj\\j\ �. j\j\� G 7 z ° °a , 0 10 - 12 THICK GROUNDCOVER \�'\�l _ //\\//\< W • ,• n ;; • °a••° TILLED PLANTING BED INSTALL 2, e�e.;s� "'• as' ��• °; �� THICK DG LAYER a •`�°° AFTER PLANTING GROUNDCOVER FINISH GRADE ����\� /\ /\ 3 X ROOTBALL. /\% \ 1 V 1 LU LU . ° o:••° e;' ' o•�• -�• �'�\\/�\�\\/�\�/\\/\�\�\� /\`/i�\\�\�/\\/�\�\\/�\�\\/�\`�f\ UNDISTURBED NATIVE SOIL W F— % FINISH CE \\\\\\\�'\\ \\ \�'\\\ \\\\ III I�IIIIII=11111 III III II�IIIIII IIIIII�IIIII�IIIII�IIIII I I�IIII �,,�\ • //\�/\\/\/ �//\/\\/ /\\/\/\�\\/\/\\/\may\\/�\��\,�/ � � VCU CID J J NOTE: can z CL 0 NOTE: WIRE TO BE PULLED TIGHT BEFORE FIXING IN PLACE %����/ /i��/ice/�\//� �\/�\\�\ LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED ROOT BALL ABOVE FIN15H GRADE AT ALL TIMES specifications \UNAMENDED SUBGRADE VINE PLANTING DETAIL GROUND COVER DETAIL SkRUB PLANTING DETAIL sheet ■ k o 5 _ . . SCALE: NOT TO SCALE SCALE: NOT TO SCALE 2 SCALE: NOT TO SCAL E r INTERNATIONAL SOCIETY 1. TREE ROOTBALL o o OF ARBORICULTURE 2. DIG A HOLE THREE TIMES THE WITH OF THE R001BALL AND FILL >. Q Q i WITH WATER TO ALLOW TO PERCOLATE IT TO SOIL. BOULDER a oc 3. SET ROOTBALL ON NATIVE SOIL. 4. SET ROOTBALL IN HOLE 50 THAT ROOT CROWN 15 P ABOVE FINISH FINISH GRADE " T GRADE. CN — 5. BACKFILL TO BE NATIVE SITE SOIL ONLY REPLACE BACKFILL ro 2: L MATERIAL UP TO 2/3 THE HEIGHT OF THE ROOTBALL, TAMPING AND a SETTLING AROUND REMAINING 1/3 OF ROOTBALL. WATER DURING cv PLANTING FOR MAXIMUM STABILITY, ,�'\/��"` •//j\//\�/ `" b. FINISH GRADE. 7. PALM TRUNK TO BE PLUMB (VERTICAL) SUB GRADE 8. 2" LAYER DECOMPOSED GRANITE OR APPROVED MATERIAL AT %\�/j/j,�j/j�\/ '^ Ok FINAL INSPECTION X 3 a NOTES: I. BURY BOULDER A MIN. OF 1/3 BELOW FINISH GRADELn N NOTE: FOR DETAILED REQUIREMENTSFa 7 2. PLACE PER PLAN AND LANDSCAPE ARCH. DIRECTION ,, RELATED TO THE PLANTING OF THE E v — TREE IN THE IMPROVED SOIL, SEE 6 PALM TRUNK 'TREE PLANTING DETAIL." 8 4 IRRIGATION v �v BUBBLER a� DESERT PLANTS SHALL BE ADJACENT BACKFILLED WITH NATIVE SOIL. 5 TO TRUNK AT AIR R0075 BOULDER DETAIL FINISH GRADE 2 FINISH GRADE TO BE SCALE: NOT TO SCALE drawn MLZ AT BOTTOM OF PAVING 3 FINISH PAVING prof. no. 0502 TAMP SOIL AROUND ROOT BALL BASE I:I SLOPE ON SIDES OF PLANTING HOLE. -� These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05 FIRMLY WITH FOOT PRESSURE SO THAT PALM IN PLANTER ER accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section ROOT BALL DOES NOT SHIFT. 3 TIMES THE BACKFILL ENTIRE 65597 et seq. requiring efficient landscape and irrigation design in cooperation ROOT BALL DIAMETER UNEXCAVATED OR COMPACTED MOUND PLANTING HOLE W/ SAND::: with the local governing agency y (City or county). scale NOT TO SCALE UNDER THE R007 BALL TO PREVENT OR NATIVE BACKFILL *Approval of this drawing by CVWD staff does not constitute approval to SETTLEMENT. encroach into district and USBR Rights—of—Way. Trees, plants, walls and LOAMY SOILS permanent structures of any kind may not be planted or installed in CVWD and INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT UNDISTURBED NATIVE SOIL USBR easements or right—of—way without first obtaining an encroachment permit LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PROBLEMS NOT ROOT BALL from CVWD. sheet no. - ANTICIPATED BY T415 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 SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. LANDSCAPE ARCHITECT RECOMMENDS TESTING FOR TEXTURE, DRAINAGE CAPABILITY, DATEV/1 4106 FA PH AND NUTRIENT VALUES PRIOR TO PLANTING AND ANY ADDITIONAL SOIL IMPROVEMENTS. WATER MMAMENT SUPSUM16 SOIL IMPROVEMENT DETAIL PALM TREE DETAILoe SCALE: NOT TO SCALE SCALE: NOT TO SCALE O �, s,oR 20 of 24 G:\Projects\Dolce\lntedor\CD\0502-Interior Planting Details&Spec.dwg,16.1-PLANTING DETAILS,1/26/2007 9:44:22 AM,ranguiano,Adobe PDF,1:1 L—17148 cn II- U PLANTIN SPECIFICAT I ONS PART 3 - EXECUTION iw U W FA PALM TREE PLANTING NOTES SECTION 02930 - EXTERIOR PLANTS 3.1 EXTERIOR PLANTING Q R P L A w C 1. Palms shall be planted using established planting procedures. Refer to palm tree A, Bed Establishment: Q PART ] - GENERAL U 70390 plaiting detail. 1. Loosen subgrade of planting beds to a minimum depth of 6 inches. Hwy 111 Suite A 2. Palm trees must be in a healthy condition at time of delivery. Palm trees 2. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other 0 Rancho Milrage 1,1 SUMMARY extraneous matter and legally dispose of them off Owner's property. Q CA 92270 determined unhealthy or damaged at time of delivery or installation shall be rejected by contractor and replaced by subcontractor at his expense. 3. Thoroughly blend planting soil mix off-site before spreading or spread topsoil, apply soil - i email: info@rpla.net A. This Section includes the following: 760.324-2682 3. All palms shall be cleaned of excessive dead and ragged fronds or frond stubble. amendments and fertilizer on surface, and thoroughly blend planting soil mix. III 760.202-7012 fax Cut fronds should be cut to a maximum length of 6" on trunk. I. Trees. 4. Spread native soil mix to a depth of 24 inches but not less than required to meet finish www.rpla.net 4. Called out heights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL TO 2 Shrubs grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or 0. Consulting BOTTOM OF LIVE FRONDS, 3. Ground cover. excessively wet. >_ Residential design _ 5. Palm trees to be properly watered in and soils properly tamped around the root 4 Plants 5. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly 13 Commercial design balls when planting, leaving no voids of soil around root balls. fine texture. Roll and rake remove ridges, fill depressions to meet finish odes. Z P 9, 9 ► 9e ► Pr 9r Q ca. lic.427s 6, Palm trees shall be planted vertically. 1.2 DEFINITIONS B. Trees and Shrubs: � 7. Trunks should be rough with frond bases still securely attached. 1. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center 8. Trunks may not be totally skinned unless noted to do so. A. Finish Grade: Elevation of finished surface of planting soil, area raised slightly to support root ball and assist in drainage. Do not further disturb base. q. Trunk bases may be skinned to a maximum height of 3'-4' (12' or taller trees 6' B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized Scarify sides of plant pit smeared or smoothed during excavation as needed based on soil structure. o`t�,kos?pF F, max.) organic soil amendments to produce topsoil or planting soil. Excavate approximately three times as wide as ball diameter. SRN E���� Q do cy�� 10. Care should be exercised in the cabling during transport and plaiting so as not to C. Planting Soil: Native soil; mixed with soil amendments. 2. Set trees and shrubs plumb and in center of pit or trench with top of root ball 2" inch J A, Jr damage or loosen bark. D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or above adjacent finish grades to meet with final grade of decomposed granite. I 11. Severe cracking or holes in the basal trunk area will not be acceptable. backfill, before placing planting soil. a. Place native soil mix around root ball in layers, tamping to settle mix and eliminate voids 12-31-07 %Mnd oft 12. One initial wateringwill be performed b subcontractor. Basin will be left on each and air pockets. When It is approximately one-half backfilled water thoroughly before la' pe y E. Final grade: Elevation of finished surface of decomposed granite. P P PPr Y r 9 Y placing sl Deb �P , palm so subsequent watering can be performed by others. Basin is to be removed remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing qlE OF CA��Fp¢� during finish grading. 1.3 SUBMITTALS and tamping final layer of planting soil mix. 13. Subcontractor to untie frond tops (60) days after planting. C. Tree and Shrub Planting: Do not cut tree leaders; remove only injured or dead branches. 14. Palm trees shall be plaited a minimum of 18" away from building eaves. A. Product certificates. D. Ground Cover and Plant Planting: 15. Washingtonia robusta trunks are to have a minimum diameter of 14" measured 4' B. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of exterior I. Set out and space ground cover and plants as indicated. high on trunk above finish grade. plants during a calendar year. 2. Dig holes large enough to allow spreading of roots, and backfill with planting soil with undisturbed native at bottom of hole, top of root crown at final grade. NOTE: NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN 1.4 QUALITY ASSURANCE 3. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. (48) HOURS PRIOR TO RELOCATION AND PLANTING, 4. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery A. Installer Qualifications: A landscape installer shall maintain an experienced full-time supervisor on Project from transplanting shock. Z AGRICULTURAL NOTES site when exterior planting is in progress. E. Protect exterior plants from damage due to landscape operations, operations by other B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory. contractors and trades, and others. Maintain protection during installation and maintenance periods. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable Treat, repair, or replace damaged exterior planting. AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT rewirements in ANSI Z60.1, "American Standard for Nursery Stock." F. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and _ THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. D. Reinstallation Conference: Conduct conference at Project site, debris, and legally dispose of them off Owner's property. V Z PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND L.L CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION 1.5 DELIVERY, STORAGE, AND HANDLING END OF SECTION 02930 U OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE L.Li FROM RED SCALE (AONIDIELLA AURANTII). A. Do not prune trees and shrubs. Protect bark, branches, and root systems from sun scald, drying, sweating, �� 0 whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to CITY OF PALM DESERT V ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior LANDSCAPE INSPECTION SHEDULE plants during delivery, SOIL REPORT NOTE B. Deliver exterior plants after preparations for planting have been completed and install immediately. If 1) Sleeving / Grading '- planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather a. Sleeve diameter, type, depth and location ~ F_ SOILS REPORT SHALL BE PERFORMED TO DETERMINE: and mechanical damage, and keep roots moist. b. Soil surface drainage, elevations and trash (including weeds t rubble) z z Z • THE SOIL TEXTURE AND AVAILABLE WATER HOLDING CAPACITY. J L.1J = • APPROXIMATE SOIL INFILTRATION RATE. 1.6 WARRANTY 2) Hrdscape / Boulders - Cobble 0 M tJ • MEASURE PH AND TOTAL SOLUBLE SALTS. a. Sidewalk and wall layout - C) A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects b. Utilities location t W O C= GENERAL NOTES including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, c. Boulder type, size, weight and placement = Z I or abuse by Owner, or incidents that are beyond Contractor's control. 3) Irrigation System Rough - In 0 W OD Q • ALL FINE GRADING SHALL BE APPROVED IN THE FIELD BY CITY 1. Warranty Period for Trees: One year from date of Substantial Completion. a. Trench depth and location � U OF PALM DESERT LANDSCAPE INSPECTOR AFTER ROUGH 2. Warranty Period for Ground Cover and Shrubs: q0 days from date of Substantial Completion. b. Pipe size and class LJ_J MOUNDING IS COMPLETE. �- J C. Pressure test (125 psi for 6 hours) �, 0 J Q 1.7 MAINTENANCE Z 0 • ALL PLANTING AREAS SHALL HAVE A MINIMUM 2" DEPTH 4) Plant Material (trees 4 shrubs) DECOMPOSED GRANITE WATERED AND ROLLED. A. Trees: Maintain during warranty period by watering, weeding planter areas, restoring water basins, tightening a. Condition and repairing stakes , and resetting to proper grades or ver':ical position, as rewired to establish healthy, viable b. Type specificatio:boo • ALL TREES TO BE LOW BRANCHING. LOWEST BRANCHES TO BE plantings. Spray as required to keep trees and shrubs free cF insects and disease. c. Placement NO LESS THAN IV FROM ROOTBALL OF TREE. B. Ground Cover and Shrubs: Maintain during warranty per od by watering, weeding planter areas, and other Fsheet � ❑ operations as required to establish healthy, viable plantings. 5) Ground Cover (decomposed granite) • CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR a. Type INSPECTION AND APPROVAL. THIS IS TO BE DONE PRIOR TO PART 2 - PRODUCTS b. Depth and spacing o CITY INSPECTION. c. Compaction CID � Q 2.1 EXTERIOR PLANTS 6) Final a. Irrigation: Q o A. Tree and Shrub Material: Furnish nursery-grown trees and shrubs complying with AN51 Z60.1, with healthy i) Valves, boxes and wiring root systems. Provide well-shaped, fully branched (Arizona Nursey Standard), healthy, vigorous stock free of ii) Controller operation and schedule T disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries/ abrasions, and disfigurement. iii) Sprinkler, bubbler and/or drip emitter type, flow rate and 1. Provide balled and burlapped balled and potted container-grown fabric bag-grown trees and shrubs. quantity per plant Q B. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar iv) Overall operation containers, and complying with ANSI Z60.1. v) As built T ' a b. Tree staking o v c. Overall 2.2 PLANTING MATERIALS s a a $*Notes0 L 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 attem there will be a fee stones I inch or larger in any dimension and other extraneous materials harmful to plant growth. assessed for any re-inspections. oFa in- 1. Topsoil Source: Reuse surface soil stockpiled on-site and supplement with imported or manufactured topsoil Any change to an approved landscape plan, must be re-submitted to the > 73 from off-site sources when quantities are insufficient. Verify suitability of stockpiled surface soil to produce City of Palm Desert for approval, oror to implementation. topsoil. CU B. Fertilizer: 3. Fertilizer usage: Refer to the city of Palm Desert Landscape Maintenance guidelines. Fdate MLZ 0502 These plans have been reviewed* by the Coachella Valley Water District in 12-23-05 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). NOT TO SCALE *Approval of this drawing by CVWD staff does not constitute approval to 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. 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SPECS. sl \P LO COMPACTED GRAVEL gIF OFF C MODEL: ; SPJ16-01A � —" """ - "":":" """" "" �. 11 I-1 =IIIIII=11111=IIIIII-11 I-IIIIII—III -IIIIII— III (l "5Yf— III—III_ D 11=III- UNDISTURBED SUBGRADE =IIIIII IIIIII=IIIIII=IIIIII=IIIIII=IIIIII=1 1=IIIIII MOUNTING : 1/2" h�IP�. —III=1I1=�. —III- =1IIIII_IIIIII=IIIIII IIIIII SOCKET: Biax Socket 1=1 I IIIIII- =1 I I—I I 1=I� ��. � �.` �� =1 I — =1IMII ELECTRICAL 1 OV 4'-0" MINIMUM LAMP . (1) 13W Fluorescent Included REFER TO LIGHTING PLAN 61I MIN, 1'-011 MODEL: SPJ16-01B (Not Shown) FINISH OPTIONS: LAMP : ��� �� ����������� BOLLARD LIGHT FIXTURE LANDSCAPE LIGHT SETBACK ��� � ���� U� �ETAL E C moss ( ) UST 4;"k ,S'J19 t 3 Rocket frost t w p,r�ttt fin N N,T,S. (AC) AGED BRASS (W) WHITE (BR) BRONZE ( ) BLACK C� z I'"CJf.3 �.LSry�,Ii£� ' 1:.,..`,>I-t€3` is;��,.. CIve,4E Ci )s;"' L#;:,;on €'F...k i ':�t. WALK LIGHT; INSTALL — PER MANUFACTURER'S SPECS. W LIGHTING INC.( C) 2.1 ti 7E}Chico, i vV-.:.���.€e 1 / � •R) C//\) FLUORESCENT UP-LIGHT z Z Q W r;_f = ,.9 637, ,-A;,: is :lv .1 M-4 8 3 +a (TYPICAL) � 0 � � WALKWAY r—PLANTERAREA FINISH GRADE _ z Q � V L,JJ � Q ------------ 0 2 `� - IIIIII_ =1A =IIIIII= — 00 -IIIIII IIIIII- i_ — O II- COMPACTED SUB-GRADE V LLU k.�) cr RB IVR n w C Z N E3 ROCKET PERMA POST (INSTALL — o O W O W ROCKET PERMA POST PER MANUF. SPECS.) C� F— -! r ri � Vandal Resistant RoundBollards (INSTALL PER MANUF. � � V � {C{fr./!/!f/!l./l./.rrrrf ru ryr/.!f::rrvfil.+.r,:l nr,rs rr,.l�.,.r r. ::%"J:-':":":'/�f,r rffr{ffir.• J SPECS.) CONDUIT OR DIRECT BURIAL ~ �— O J p ROMEX z o Ordering �� le; CONDUIT OR DIRECT — ¢ Q 0 r I t ll tB -i Il-I z r Iw l tc I-ctH VRBC CIS BURIAL ROMEX GOMPACTE D SUB-GRADE 2 2 :'• 4 unlighted AE Fixture vAtt3 ttM4-oum ShA Fixture Y4f$t1 Concrete St'E2�f�t Concrete SaIla4Yl PATHWAY LIGHT FIXTURE LIGHT FIXTURE specifications E Fixture, B � ; N f: �rsaat DN . � ,� � � N.T.S. , sheet 0 book El CIDr v r `R81 -1)o ned Tap Q 2 EACH 1/4" MOLES DRILLED tf�t8.� Fiat Top �: r -„ :. .. T -- ,,. - IN BASE OF ALL BULLET - _. `.. Lighting Calculation Chart T e C 2 Electrical Module-. 70HPS120 IOOHPS120 7014PS12£t 10011PS120 LIGHT FIXTURES FOR 78'HPS208 IOOHPS208 70HPS208 '€bOHPS208 _ Hsi f. ,••.:1: 70HPS240 100HPCommunities240 70HPS240 1OOHPS240 Project: Dolce Residential Communities -Interior DRAINAGE � Q � U 7£€€€PS277 1 t3HPY277 7£a€ PS277 �#t'#p€IPS277 _ `� y, 7€tHPS3d7100HPSU7 7f�HPSU7IODHPS34 f�L .- .;.. .,..<.,:. I� _ T —IIIIII— = = IIIIII= '� Q ........ ...... FINISH GRADE =IIIIII IIIIII= s 7t6N12 1ooH�20 y; 7iP8iH 2 1 r1onH 2 £ ,t 70MH208 100WI-€208 '>: TOM14238 '€£3€MH208 Lumens 7 €1{H24 1�3£3�tsH24G TOMH277 70MH24o 1i�o$AH24#t Maximum tt'� t15 �► C3itVdtt COMPACTED SUB-GRADE — — E E '€£3€MH277 T� €MH277 '€t3DMH27 r —IIIIII IIIIII— LL1 O N 7PA#.34 BtftN3�#7 7£1Pflt t347 + fltt9r t347 = — 1 42PL05 42PL.I2e, ROCKET PERMA POST (INSTALL > €�#_ a2PL2o Square Footage Calculations 111 �; N N 106 BZiH.. .12#�:. 42PL240; 42PL24o- PER MANUF. SPECS.) cL N 42PL277 42PL277 ----- _ �S V _ Coatod lamps rernmmersr ed. d2r'L ii, t l<;r,',c; ; 1 , "d/j — CONDUIT OR DIRECT `n BURIAL ROMEX ____. _..-__. _.__--- . ------------ _.__.._. ... ..... _. .__. ____- _....---------------- __-- __.. __.-_.__... , E t _ E .1f`t�Jt �-:y1 J"7 lf.,at� '�..;iA � I..L!€inaire Finish: ,,: I '1'. ,:=t c, I f ... .. , :' ... re 11 et.-P DRIP Ld,P p's-P H,P Mp s: y _ _ BULLET LIGHT FIXTURE ii � `. N.T.S. o 5 r r t r 7:::. drawn MLZ 4 Concrete Finish- r j no. 0502 f.)v . �. f3fpfli: I ..........�.. 1 _EtY Ei f_ , date 12-23-05 5 Optional Houseside ;,;. HS scale NOT TO SCALE _ _ _____ __ __.___ _____._- . -.-____ _ ______ ____- ____ ..... __. ________ _________ _ _ ______ iTOT}Sq € aft- t Aluminum % �: sheet no.: . :: --- :j 18 * 1 _. _..... _...... Total Estimated Lunen Use 16100.00 _...... . ...... ......... _ _.. 23 of 24 G:IProjectslDolcellntedoACD10502-Interior Lighting details.dwg,18.1 LIGHTING DETAILS,1126/2007 9:50:31 AM,ranguiano,Adobe PDF,1:1