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HomeMy WebLinkAboutEntrada del Paseo Phase 2 a C LAW ✓ ({� to ofPALM DESERT , t 0 Q CITY ^ ( it (o co p C CUiI Vt?i L 1b 6 m co co � N N W WcVN fl- Z co J O O ENTRADA del PASEOV N_ 7 V/ U N � C7 _ Q IV m x PHASE 2 Ln m m to M f7 CD N M0 ((0 vdr� � DMEX I V CM'I'Y MAP SHEET SHEET DESCRIPTION ,o NODS- NO. F � NEA��q�� L - 1.1 BOULDER and MOUNDING PLAN s � ��, 2W s PALM 10 ° c L - 1.2 BOULDER and MOUNDING PLAN `�oA DESERT n, COUNTRY CLUB DRIVE \P L - 1.4 GRADING PLAN L -2.1 CON&TRUCT I ON PLAN FRED VPARING 10 L -2.2 GONSTRUGT I ON PLAN HWY. ill SITE EL pASEo INDIAN TO PNoEN L -3.1 CON,5TRUCTION DETAILS WELLS n� p ,Z E: L -4.1 IRRIGATION PLAN � � a � INDIO x x � � C L -4.2 IRRIGATION PLAN LA AVENUE 52 QUINTA AVENUE 54 L -5.1 IRRIGATION DETAILS anol EMITTER CHART WEST � L -5,2 IRRIGATION 5PECIFIGATIONS o — _ X L -E.3 IRRIGATION W4TER CALCULATION& (CITE' of PALM DESERT anol GVWD) �� CAS �TREE PLAN L -&.2 TREE PLAN NORTH L -&.2 TREE LEGEND L -7.1 5NRU5 PLAN GAL TRANS PLANTING NOTES: L --1._2 SHRUB PLAN ALL WORK WITHIN STATE RIGHT—OF—NAY SMALL BE COMPLETED IN ACCORDANCE W I TH THE GURRENT STATE OF h� L S.1 PLANTING DETAILS CALIFORNIA DEPARTMENT OF TRANSPORTATION 5PEG I F I GATT ONS. SHOULD A CONFLICT AR 15E BETNEEN THE �� � � (,� �';G�j1Ev✓1 L -8.2 PLANTING DETAILS CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS PREPARED BYTHE PERMITTEE, THE 5TATE15 STANDARDS i (L� { ( n ENTRADA del PASEO L -a.2 PLANTING SPECIFICATIONS wool g � � PHASE SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE �� C� �ac PALM DESERT,CALIIKORNIA 5TATE'S REPRESENTATIVE. Pt.�'w'lv✓1( e REVISIONS THE PROPERTY OW HI OWNER OR LOGAL AGENGY LL "OWN AND Ault* (�" fc. � DaifS Dw bwb mud" b Cwerlrtl+d C1ra MAINTAIN THE PROPOSED LANDSCAPE AND I RR 1 GAT I ON /► . 0 SYSTEM IN AN ATTRAG SAFE [ < LIFE OF THE H 1 GHNA ATI NG SHALL BE PROV I D D TO THE OFFICE BEE A IT GAN BE ISSUED. THE O N AND MAINTAIN LETTER L CONTAIN THE FOLLOW I N � A5 A CONSI DERATI ON OF THE OP TUN I TY AL S D TO f 'C_ .CJ THE PERM I TTEE TO ENHANCE T ROPERTY ADJOINING THE AREA OF T ATE JHkAY PERM I TTED � � TO BE IMPROVED (THE "PRO 'THE PERM I TTEE'S RECEIVEDSOLE EXPENSE, THE PERM I TTE AGREES TO CONSTRUCT NO V 15 THE DESCRIBED PROJECT TO 5TATE'5 5AT15FAGTION AND 2 05 n THE THEREAFTER MAINTAIN AND REPAIR THAT PERMITTED PUBLIC WORKS DE PARTME+V' PROJECT, I NGLUD I NG, BUT NOT LIMITED TO THE CITY OF aA`M DESERT LAN05GAP 1 NG, I RR I GAT I ON SYSTEM, AND 51 DENALKS 0 (I NGLUD I NG THE PROV 15I ON OF NATER AND UTILITY 5ERV 1 CE5 A5 NECESSARY) IN AN ATTRACTIVE AND SAFE CONDITION FOR AS LONG AS THE PERMIT 15 NOT TERMINATED OR REVOKED BY THE STATE. IF THE These plans have been reviewed* b the Coachella Water District in accordance with Water Code Title 7y Division 1, Chapter 3, Article 10.8, Section 65597 et se .grequiring efficient landscape and irrigation design in cooperation JOB D PERM I TTEE TERMINATES ITS MAINTENANCE AND REPAIR with*APpro�a°�of thisn�drawingn byy �bWD°Staffudoes not constitute approval to J O D OBLIGATIONS, THE STATE MAY REQU(RE THE PERM I TTEE AT Approval of this drawing by CVWD Staff does not constitute approval to "311-2 encroach into district and USBR Rights—of—Way. Trees, plants, wolfs and permanent structures of any kind may not be planted or installed in CVWD PERM I TTEE'5 SOLE EXPENSE, TO RETURN THAT RI GHT--OF m tSBom aC�Dents or right—of—way without first obtaining an encroachement NAY TO ITS OR1 G I NAL CONDITION OR TO A PERMANENT Date CONDITION ACCEPTABLE TO THE STATE. STATE RETA I N5 Water Management Supervisor DATE THE R 1 GHT TO TERMINATE THIS PERMIT AND MAY MODIFY Development Services Supervisor 0$/05/05 OR REMOVE THE PROJECT IMPROVEMENTS CONSTRUCTED APPROVED BY: AND MAINTAINED BY PERM I TTEE AT ANYTIME N I THOUT ANY FINANCIAL OBL 1 GAT I ON TO THE PERM I TTEE BY THE STATE." MARK KENGINEEROOD TITLE SHEET R.C.E. 57989 EXP. DATE: 06-30-06 DATE 1 •' rrrrrr� • r r A /I►=, 'rri rr r/ i ri', I 4 • �� ��� • �, � .J Qi /i�o�%. /sii�r�/ •ram. i��,� 1 r� �. 1�� I i r�,iri-' /i;Kr �. !� • /rri � � • • ��� I � •, .t - ;.-,; ;. J rr , ulluu,u�,,�l�uuluuur�nll ;� - : • � ��,/� �� � `� .� j/ , ri r r rir I , /i'/ram/ / � � ` � �� .'���`� �� • ���\\\ ,� _ ( - /�_ b - ./ r r , ri / r•;� ' �� ,rrr/. � „ __ '� �� /-•� / .a� �� 1 '� � � i • �, �� y% la�/rrr �� � r`��ri ,�,, �s,�:=�j+..-1��`�,f i r T� rri• ' � , � � ..� ��,, ,,�` , �/+ '. 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' 1 / ' ° ® _ /{ /yam ' ' fx ��LT\•j C 15 fA Ott 00 C. ------ / B a \ , I i i i 1 40 \I o \ 1 7 "INENDERS�N - 1 � •� 1 IN < / Q 1 1 \ — FIN15H 6RADE • _ APPLY STAIN A MINIMUM OF BOULDER NOTE5 m ,ill IIII 6 BELON FIN15H 6RADIE II�1 W IIIII-I111 �— 1 � v 5Zfl5 Q IIIIII— ALL GAVITIE5 AND VOID5 1. Installer is to be responsible to prevent any severe chipping or BOULDER SCHEDULE NOTES: SLOPED GRADE ARE TO BURIED damage to boulders during the placement process. 2. It is recommended that boulders be placed using cables from SYMBOL SIZE QUANTITY BOULDERS TO BE 'CRESTA' OR APPROVED EQUA PUClTyCfPALMDESERTT "' a Loader Boom or a Boulder Placement Boom. CONTRACTOR TO INCLUDE STAININ OF BOULDE 3. Installer is to pay particular attention to how boulder is lifted to A 2'X2'X2' ± I/2 ton 53 — FINISH GRADE allow boulder to be spun in order to set boulder in its most desirable IN BID THAT SHALL BE APPLIED AS P N 4. Boulder is to ultimate) be set to a minimum of 1/3 buried (see Detail). B 3'x2'X2' ± 3/4 ton 128 DIRECTION OF THE LANDSCAPE ARCHITECT. �OTit' APPLY STAIN A MINIMUM OF 5• All cavities and voids near the bottom of the boulder are to be I I u ;7� Set below finish rode. G + LANDSCAPE CONTRACTOR TO GRADE NEW CONTOURS IIII=I1III1—IIIIII=I 6" BELOW EINI5H 6RADE g 3 x3 x2 - I ton 81 �— 6. After setting, soil is to be cleared from boulder to a depth of 6" to TO ±i'. NO INSTALLATION OF BOULDERS, IRRIGATION, Job'.No. LEVEL GRADE ALL GAVITIE5 AND V0105 allow for staining of boulder below finish grade. D 4'x3'x2' ± 1-1/2 ton5 74 PLANT MATERIAL, ETC, SHALL COMMENCE UNTIL NOTE: ARE TO BURIED Boulder is to be washed clean of dirt, debris, and small chips and BOULDERS IN CLUSTERS ARE allowed to dry prior to staining. GRADING IS APPROVED BY LANDSCAPE ARCHITECT APPROVED BY: w 99311 - 2 TO BE 5ET AT VARIED HE16HT5 Stain 15 to be a phigh duality agent approved by the Landscape E 5 X4 X3 ± 2 tons 75 AND OWNERS REPRESENTATIVE Architect and tested on the same type of rock to achieve a E 6 x5'x4' ± 2-1/2 tons 41 Sheet No. A TYPICAL BOULDER PLAGEMENT standard mixture ratio. MARK GREENWOOD q. Spraying of mixture is to have uniform application on all I I CITY ENGINEER L 1 .2 N.T.S. boulders to achieve color consistency throughout 6 7 XC X5 + 3-1/2 tons 51 R.C.E. 57989 EXP. DATE: 06-30-06 project. DATE of 23 I I I_ • I ` I - • � w IN r � • I • 1 - I - I jf4PAZ3=MLt:,7 SM .r/ IW '•.�..-/._ a,rr / // /-/ /=.`_-- '_Ii , 1 _� , i l � �,�., \�. 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SPA- / C Q a ® ®® ® • ATIONS / I PLANS FOR CATCH BASIN LOCATIONS 1 F FINISH NG PLt OGRAD RE ER T , i 2 q P 2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM d COMPRESSIVE STRENGTH OF 2500 PSI AT 2a DAYS 1 2 ®6 ' 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE 2 1 INDICATED 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR 5 ® 2 REINFORCING,BASE MATERIAL,PRESATURATION,ETC FOR WALKS, Q 2 STAIRS,WALL FOOTINGS,ETC 5. ALL MATERIALS AND CONSTRUQ011 ig 9ORM TO APPLICABLE GOERNI / �® 2 I� � w 6. .•+ - PAVING TO BE A MINIMUM OF 3 1/2' THICK,PLAIN j Z C RETE WITH MATCHING GREY EXPANSION JOINTS,AT S'-0' ® � ; .C.,UNLESS OTHERWISE INDICATED ® p ;-` w rr��� Z N //� V Q N 1. ' ALL /� � S. PAVING AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE AND low— 2 COOPERATE WITH THE ELECTRICIAN,DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING,PIPING AND / CONDUIT UNDER ALL PAVING ® 6 0 S. USE 1/2' FELT EXPANSION JOINT ON CONCRETE ADJACENT. ® / TO WALLS OR BLDCs FINISH GRADING NOTES ® 6 I. SLO ALL DRAIN LINES AT A MINIMUM OF 1/2 qo 3 ® ® ® ® ' 2. RAIN LINE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE WITH ,A R SUEEP TYPE ELLS 3. VISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE ® ® L v PRECEDENCE OVER MOUNDING AS DIAGRAMMED ON GRADING PLAN W M 4. HOLD FINISH GRADE 1 1/2' BELOW FINISH SURFACE I I ® ® 2 5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1%TO DRAIN - 29e PREFERRED 6. SLOPE ALL FINISH SURFACES AT A MINIMUM OF 1% TO DRAIN 1. ALL MATERIALS AND WORKMANSHIP IS T ONFORM TO GOVERNING CODESgwm L�•� SLO IN LAU)4 AREAS IS NOT TO EXCEED 3.1 _ - p o 3. FL OF SLABS AND 12' BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOORS V BELOW FLOORING ® 6 10. PROVIDE DRAINLINE CLEANOUTS AND/OR CATCH BASINS AT A MINIMUM OF 50' O.C.OR AT EERY CHANGE OF DIRECTION. b II. HOLD INVERTS ON DRAIN LINES A MINIMUM OF$' BELOW FINISH GRADE 2 . SURFACE 12, RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR 83%GRADIENT ® ® 7 13. PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5%GRADIENT (134 LEGEND 2 _ o ; ==V=t== INDICATES STEP IN WALL AND/OR FOOTING.NOTE ELEVATION � O I �--INDICATES ELEVATION aC1aCa INDICATES SWEET NUMBER 1' INDICATES SECTION (L-4 INDICATES SHEET NUMBER ® Ln �= T ■ MATCW LINE \M I F- W L C LIMIT OF WORK Q INDICATES TOOLED CONTROL JOINT 2 INDICATES 1/2'FELT EXPANSION 17 JOINT � INDICATES FINISH SCHEDULE REFERENCE ® O FINIS! SCH51DULE f=UTUfRE HENDEfR&ON ` Q¢,, Z j SYMBOL LOCATION/ DESCRIPTION MANUFACTURER /SPECIFICATIONS COMMENTS DETAIL REFERENCE ' GOMMUNIT,r 51JILIDING i N © COBBLE SMOOTH COBBLE TO BE 'SANTE FE',3'-b'SIZE 2 ( I ,45E 3) \ l ! o i SELECTED COCO FLAT BOULDERS BY DESERT ROCK 4 TO BE SELECTED BY LANDSCAPE ARCHITECT. SEE DETAIL 'D', \� 2 ® GARDEN BENCHES SUPPLY. (REFER TO DETAIL FOR APPROXIMATE SIZE) SHEET L3.1 O j�•� a/ I 4 STABILIZED DECOMPOSED 3/4'MINUS DECOMPOSED GRANITE WITH INTEGRATED CONTRACTOR TO ENSURE COLOR MATCH TO y- GRANITE STABILIZER EXISTING CONCRETE. V z z O COURSE SAND 1/4'MINUS'BUNKER' STYLE SAND LOR APPROVED 8Y V , ruBUD,';oRKs DErAR. WEN- North - 01:QA!-m DESERT Job No. APPROVED BY: 99311 - 2 MARK GREENWOOD Sheet\o. CITY ENGINEER L2.2 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 23 G BOULDER WALL DISTANCE NOTE: SEE PLAN FOR EXACT NUMBER OF RISERS --� \ PER STRUCTURAL DETAILS , 1` 2"DIA. ROUND TUBE �' 2� iR' R VARIES NOTE: COCO FLAT BOULDERS TO BE SELECTED STEEL POSTS AND ° PLANTER BY LANDSCAPE ARCHITECT RAILS *3 REBAR �' EACH ° PARSONS WALL� S�_O� ADA COMPLIANT PER STRUCTURAL DETAILS \ TREAG (MIN 3' Z NOSING- SEE OF CONCRETE ENLARGEMENT A SURROUND ING) -- FINISHED GRADE ENLARGEMENT A y COBBLE DISTANCE COCO FLAT BOULDERS WITHJ. TOPPED DECOSEAL W VARIES TO MATCH EXISTING 141 ° CANYON WALK BENCHES 12" 04 DOWEL IN m m • SLEEVE 624' O.G. 12" a' 17' 11" TYP T ` RAKE GR VE BOULDERS AT EDGE (�� _ NOSE AND A L OF STEPS - SEE PLANS o — cc- 2 �~ COLOR 5T 41N IIIIII o o a m �° a o 1/4' E�111111111 owl -��-- TOP WITH IIIIII=IIIIII it—1111IIIII � N *4 REBAR = =IIIII -_iI- `� + DEC AL SECTION - CONTINUOUS =III = o + T TERRACED BOULDER RETAINING WALL STONE SLAB BENCH! EACH TREAD * -3 REBAR CONT, - —III F : 1 "_ I_ II �+ EACH STEP — SCALE. /4 -1 0 � � 11 =IIIIII IIIIII��IIIII`IIIIiI—IL�III SGALE: S/4 -1 —o *4 REBAR 95io COMPACTED IIIIII=IIIIII= - CONT. 18 — m O.C. SUB-GRADE IIIIII I ' 12, SLEEVE POST IN FOOTING (TYP.) � STAIRS WITS) BOULDERS � Z ' o VERTICAL STONE SLAB A „-,I_ W SCALE /4 0 �-i W—WN RANDOM STONE PAVERS OVER Q N MORTAR SETTING BED PARSONS WALL PER w STRUCTURAL DETAILS , Q Q DISTANCE Z DEC-O-SEAL W/ SILICA SAND VARIES �, C� BOULDER OVER 1/21f STYRAFOAM E.J. HELD SEE PLAN NOTE: SEE PLAN FOR EXACT NUMBER OF RISERS Z iR DOWN 1/2" MIN. CANYON WALK �R 21 CONCRETE PAVING SEE PLAN ` 2'DIA. ROUND TUBE STEEL POSTS 14 3 AND RAILS *3 REBAR EACH (y O Ca m 4 4 TREAD (MIN 3" �--- Ya' E.J. TOPPED =III=' OF CONCRETE �__ ADA COMPLIANT NOSING- SEE i WITH _ _ _ SURROUNDING) ENLARGEMENT A / DEC05EALv� Q -III—I I I I—I�I— I I I i i--�I s e * ,��TN� ENLARGEMENT A W C.., -11I III-1I 1-1I I— _= 12 3 DOWEL IN IN CARDBOARD _ SLEEVE a 24" O.C. —1I I— X 14" m W COMPACTED SUBGRADE �, ,�. - AND OR BASE PER SOIL 5� ©� 12' ( 12 4 CL 1'-O' ENGINEERS SPECS DOWEL IN - 11' TYP. 17" TYP RAKE GROOVES IN i�' SLEEVE CONCRETE PLANTER NOSE AND Y. / e24' D.C. WALL BEYOND OLO:fi� 5r,4fN t VERTICAL STONE SLAB SrEF-LIGHTS ti o =II III-IIIIII -� SECTION — CONCRETE/STONE PAVING - o co ii_ I II SCALE: 1 =I -0 o BOULDER WALL BEYOND PER STRUCTURAL DETAILS 1/4'.. E . TOPPED WITH DISTANCE �j 1 o _ I �—I IIIIII=III IIIIII-IIIIII BOULDER v DECO SEAL + VARIES a _ *4 REBAR I I CANYON WALK z'` -l- Zm ono � + d �— III_ — � _ CONTINUOUS � I * 3 REBAR CONT. 0 I I I (III 0 = _ _ — C EACH TREAD e r — — EACH STEP � IIIIII—IIIIII=IIIII!-111111_IIIIII— IIIIII— IIIIII g5% COMPACTED *4 REBARr.ONT, �► Q Q Q �; Q SLEEVE POST IN FOOTING IIIIII SUB-GRADE 18' O.G. I SEE PLAN FOR E.J. AND CONTROL NOTE: (TYR) 12' CONCRETE PAVING - SEE FINISH SCHEDULE STRUCTURAL CALCULATIONS STAIRS W I T�I RETAINING WALL ' JOINT LOCATIONS - FOR FINISH AND COLOR FOR BOULDER WALLS PER B Q (702)656-6747 SCALE �� -� • W �, > FINISH GRADE TOOLED 1/2" STYRAFOAM E.J. �� 0 3 > CONTROL � N � � L u < JOINT ^ o = �1 ° IIIIII= - - 4 1 TII II i =III II=IIIIII=III II=IIIIII= III II-IIIIII_111111=IIIIII=IIIIII-1111 95% COMf=), 5U5-GRADE. D �fL1�Gg �I� GRANITE FOR MUTT-SENSORY I SECTION — CONCRETE/STONE PAVING SECT I ON — BOULDER RETAINING WALL W/ STONE SLABS GARDEN WALK COMPACTED DG i O Q H �. SCALE: 1"=1'-0" IN LANDSCAPE SCALE: 1/4"=1'-0' AREAS " I W Z O. p Qop �. 0o p ova p. do 0 od' . C o o.o GOBBLE SET IN CONCRETE @ GL COBBLE SET ON GRADE — BOULDER- SIZE VARIES SEE PLAN AGGREGATE Z FINISH GRADE CONCRETE PAVING BASE (1OO'r° STAMPED) FINISH GRADE SEE PLAN FOR FINISH LONG. PAVING X O AND LAYOUT. PER PLAN N a _ _ _ DECOMPOSED GRANI�"E d d M NOV 52"05 LL '0 _� � _ �^ 'libL,C IiORKS DEPART.IEN _III=1�-III=III=�IT_I=I I =I-I I-�= I-11 I-III=III-I I{-I 11=1 I I-11{�11=1 =I I�I I I-I i-1 I I-1 11=1 I I I-T- III=1 I I-I{I-1 I�i 11=III-III=1L-III-.L=ILI=11T I I I= - =I I-�=►' ' - ' " I—- -IJ"CALF: IT PAL's ?fScToIth -I i I-1 I I I-III-III-III _I I�I I I-I i I-i I I-I 11-T 1 I I-I"— "'-!I I I I I=L�1 11=LL1=11=1 I I-III-= ' I-i 11-1 11=1�-I 11=1 I I-111-�-f 11-1 I I-I i I F I-I 11= fI-I_I I- 1=1 I I-TI I-1 _T�(I 1=T I►I I i_III-1 11-{11-1 II-1 11=1_TI- TI �[-�I 'I FI I�1 11=1 I I-I I I I I I-1 LIB 11=1 I I-i I I-LT I-I'' '-1 I I�I I I-III-1 DEEPENED FOOTING -_ - -_-111�I11 Ill=ill-ICI-1 I_� 'III-I -III=�-� COBBLE -I I I i-1I I-I I-I11=1I I-III-I I-11 '' ZA STYRgFOAM EJ 1/2' STYRAFOAM E.J. TOPPED W/ - ="'-- Job\o. I�-{�I�-1 1 i_-III-f11- DEG-O-SEAL TO MATCH PAVING COLOR 95i° COMPACTED SUBGRADE 1- - -{ii-�I�r-111- EACH SIDE APPROVED BY: 99311 - 2 MAIN PAT�I CROSS SECTION MARK GREENWOOD Sheet'so. SGALE: 3/4 —1 —0 CITY ENGINEER R.C.E. 57989 EXP. DATE: 06-30-06 L 3. 1 DATE of 23 / _ I SHADE STRUCTURE SEE � 2"x4" STEEL TUBING TOP RAIL Z ' DETAIL D THIS SHEET ° z"XI" STEEL TUBIN FRAME BOTH SIDES — ITe- 2" X 2" WOVEN ST INLESS STEEL MESH W/ 1200 GAUGE WIRE W �a I 2"X3" STEEL TUBI POST AND BOTTOM RAIL CONCRETE ' t SEAT WALL 10'-0' STYRAFOAM EXPANSION JOINT � � � I1=III=1I1=1I1=1 1=1I1=1I1=1I1=1II � � Eqs . _ ° _ _ _ 1 1 I I—III o o 0. __—_— I I I=1 0 III=1 _= _— = ___ i I Imo` a �... Ali -1 11=1 11=1 11=1 11=1 11=1 I I-1 I I I I 1=1 I I 111=1 I I I ( I I I—I I I M :I I I-111=11t=III=111=III=ill=1 III—I � �� 111—i —I I I—III-111-1 t 1—III—t!I-11i—III— III—1 I I—III—III—III—III—I • I I—!I I III=III I I 1=_�I-11 I—III=111=111=11 I—III—I I 1=1 I I—III—I 11—III—I 111=1 III-1 =1 11=1 11=1 11=1 11=1 11=1 11=I I 1=1 1I— = —III—I I I—III—III-1 I I—III— Cc> =1 I 1=1 11=1 11=1 I I—III—III—III—III=1 11=1 I I=1 11=1 1I- 1I I I—i I I—III—III—I 11=1 I I � � i I 1=1 11=1 11=1 11=1 11=1 I I—I i 1=1 11-1 11=1 11=1 I!- =1 I � REBAR PER I I 1=1 11—III—I I i—!11=I 11=1 p I 11=1 I 1=1 I!=1 11=1 i 1=1 11=111=111-111= / ENGINEERS =1 I I—III=1 I I—I 11=1 11=111 11 I—I 11=1 11=1 11=1 11=1 11=1 I I—I 11=1 —III-I I I—III—III—I I_I— I I I=1 I�=III=III=III=III=III=III ECS IIII=1I1=111=1I1=111=III III-1I1=1II-1II--1I1=111=1IICIII >'' =1 11=1 11=1 11=III=1 11=1c> i I 1=1 I1I- 111=1 I I=I I I=III—III=III a o p o o p o l l I=III=III=111=111=III=II=t r� I I_I 1 I—I I I—III-111— III-1 11=111=1 I t_i I I—I 11—I— p� Z o o , g —III-111—III=111=1 =1II—III-11t—III-111—II w W ,o III =1 11=1 t 1=1 11= =11 aa a a a o d `', v� Q N 1` all SECTION - PLANTER/SEAT NALL �4ANDRAIL NITH MESH � W ¢ � C SCALE: 1/2"=1 SCALE: 3/4"=1'—O" ►..� CONCRETE PAYING PER FINISH Q SCHEDULE a THICK 5T/STL TAPERED ' ' �. DECORATIVE STEEL HANDRAIL. SEE STRUCTURAL FIN gyp. `� "'DETAIL 'A' THIS SHEET "6 NOMINAL DIA. SCH I y�" EXi-"'ANSION JOINT TOPPED WITH 60 ST/STL \ �� � D� \•�� ,Q � DEC05EAL Lk) �► 12" THICK CONCRETE WALL 1 i CAST IN PLACE - SEE FINISH SCHEDULE FOR COLOR AND TEXTURE � I —_ °— ° I EBAR AND FOOTING PER STRUCTURAL -1lI-III-III-III=III=III- ENGINEER'S CALCULATIONS r i � l-I I I-1 I I-11 I-111 : I• - x = I-111-111-11 MI I t=1 I 1=1 I I • ASPHALT EMULSION BELOW _ �b ! -III—I I I_I I I_I I I_I I I—III— GRADE. pt-c� J Q CI Q Q Q 1=1 11=1 I I-1 11=1 I I=1 11=1 I I I• t, �` =III=III=III=III=III=III— CONCRETE `S , FINISH GRADE -1 i I-1 t I=1 11=1 I i-1 I I PAYING PERt ---�� FINISH SCHEDULE . � �r V) I > =III=III- _ III—III—I I1=1I1=1I I= i_IIt-11 ' e e I I—I I—III—I I —I I I_I I I—I = Cam' I_I I I _ I I I-1 I I w - \ J - =1!1—Ill—Ill—I 11= 1= 6, 3" SCH. 40 PERFORATED PVC PIPE W/ 1 CU. FT. PEFIR LINEAR FOOT OF III DIA. CRUSHED G ONNECT TO RM DRAIN SYSTEM PER CIVIL ENGINEER'S PLANS / t T / CONCRETE - '�� � SEAT WALLSCALE: 1/2 —oil ( �� CONCRETE RETAINING N I NG WALL 4U, i --� i� 10 -0 1 -4 CONCRETE - SEE FINISH 'C W I-1 I I=1 I=1 I-1 -t- / / • SCHEDULE I ¢ i 111-T III_T� �_ TI—III-1Ia. ( Q ' ar —III— —I►1-LI—I!— I ( I II I p I 111 I ( I►rl I—I I f—I 11—f I I—ITI—III—I►1-J I;-.I rl I MR —ITL T ( T Ti T ITT—�f— ► 1Tf 11=1 I=111 1_IT—III—� 'I I • I_I • I I• I!I-1 I�{ 111=1�1=1 I I—TI-ITI=i I—I I—I ITt Tf,III—I��III— •( . ; a �,, !I I=1 I I-11!�—�II 11=_ =1 I I I- 0 0o I !=1 =1 11=1 11=1 I (I I-1 I I—III-1 I I-1 11=_TI -1 fT--I I �I I-111=_1TI • p 11.=1 �I I — III—I I— I 1=1 I -1 11=11��-1J—�—I 11.-1 I 111=1 I I • :1 I EEI I I—I I I I-1 I I—I 11=ITI—I 11-1 11=T=ITI— -1 I Ili 1={II 'I II—aJ1!LI—lll=1J— i =� �1lLI 1L �I Jl111 = �I —llIII— I 1 I—I I—III—fl o Ill I L� L�I I{ I I�I I L�TI- 1�—L�Il Ili ' • } ITI=111=1I 1=1I f= I� �f F L=L=r i=1 T i —�L=l�iIli—Ili_—T II 1�-11�— — �)• I = — i I= —I I ICI I►-11i--_1 11= 1-11 I-1 11=� I M I 00 0 o I I—.L—L—,L=1 I I_II I—I 11—I NOVZ�i I_I! -III= Ili f IIL—I�1��I—III—I� I�11l A e �I_Iii u � I 1=1 I I—III—I I 1-1 I -(T �UBLiC ;ORKS DEPARTK EW -� —11! —�—f'�f'II—�—� C('%'CF PALM 7ESc f7T North DOTING PER ENGINEERS 5PEC8 ���%�.1 � Job No. � h APPROVED BY: 99311 - 2 ' S ADE STRUCTURE MARK GREENWOOD Sheet No. CITY ENGINEER L 3.2 SCALE: 3/8"=1 '-0" R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 23 a City of Palm Desert o -_ Water Calculation Chart 0 z Maximum Water Allowance i f Input Zone v� to ` a sa Square Footage Calculations Tree&Shrub Square foot 113486: ,---..-- ._.��..._..___�_ �....,....._...__.__._._..._..._�_.,__y_.._,.._._____._,_._.,. �.-..,_.._,...,._.,,-.,».__.__..•._,.,__.._...___.......�__,...__�,-��..�_,_.._�_._.__. I _- (Project) Turf Square foot t7 -T------ --- - - -- --� Total Square foot Cobble/Boulder Total Waterfeasture Square footage foota e 3$2 �_ � ---i- - -••i^•_- ZONE #1 Total Lanscape Square foot 127406 MAXIMUM ALLOWABLE WATER BUDGET _ _ _ i t Zone No. Eto WaterAdj. Total Conversion Factors Total -� -_-- I Conversion l Conversion ! -- Factor Sq. ft. 0.62 1 748 MWA -- - 0__- 1 57.01 0.5 0 0.62 748 0 2 66,82 0.5 127406 0.62 748 3528,226 ETO ET Ad' o i. S Ft_ 'Gal/SgFt/Inch Gal. to Cu. Ft. MWA .__ �.__._._._ ' _.. ._.__ I 3a 75 0.5 0 0.62 748 3b 8S 0.5 0 0.62 748 0 i - �i 4 93.9 0.5 0 0.62 748 o MWA _� 66�82 _ , _x_ 0.60; x _127_,406 x ' 0.62 I ; 748 4,234 _C C F _ al am Total Number of plantslcd Number of plants by water use %of Total Landscape Square Footage 1 Low 1028 r 0.511 57983.901 ESTIMATED WATER REQUIREMENTS ; _ _ _ _+._.__.__.-.-----. 2 Low/M od = 448 r 0,223 25269.249 --r._.-____ ._. __..__ _ ___ Ode 3 Mod 43 r 0,220 24987.226 -- s ��Q 4 Mod 1 Hi 29 0.0,4 1635.733 Total Drip - Shrub, Tree & Ground Cover Areas 74% S . Ft. 5 High A 0.000 0,000 6 Low Trees 2 r 0.011 1240.901 Total Bubbler - Shrub, Tree & Ground Cover Areas 15% Sq. Ft. 7 Low/Mod Trees 2q r 0.010 1128.091 8 Mod Trees 22, r 0.011 1240,901 Total Spray - Turf 0% S . Ft. 9 Mod/Hi Tree {} 0.000 0.000 Total Rotor-Turf -` - _ 0% Sq. Ft. `s 10 High Trees 0 0.000 0.000 -- - Total 2012 Total Spray -Annual Color - 0°% Sq. Ft. i ' Total Water Feature F I 0%1 Sq. Ft. Total Planted Area -I { ' 89%1 113,868 1 S . Ft. � Plant/Irrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: ° i SpraylBub/Drip 2 ,95 f 57984 1 Low Shrub Total Stone, Cobble, & Mulch 11 /o S Ft. -_� Z� ' ,^ Season Zonal Eto Rent Area ConversionFactors Estimated ° 100% 127 406i Sq. Ft. Total Landscape Area (100 /o Value Factor sq.ft. 0.62 748 kri.Eff. Water Use _. I - -^^-^-"•-'^ ''"T''''''''''" - --- f 1..� ^' i Spring 14.72 0.2j 0.62 748 0.9 0.00 Summer 40.75 0.2 57983,9 0.62 748 0.9 435.22 Fail-Winter 11.35 0.2 0,62 748 0.9 0.00 TOTAL 435.22 STANDARD IRRIGATION COEFFIENCY I ---_-� _ ! Q E"" z Plantfirrigation System ip Type: Zone Irr. Eff. Area Seasonal Plant od Sh: Drip// Bubbler - Shrub & Trees j .90 SparylBub/Drip 2 ff 9 ;:;25266.249. 2 LowlMod Shrub - 1`+ Season Zonal Etc Rant Area Conversion factors Estimated 1 I Value Factor sq.ft. 0.62 748 kri.Eff. Water Use Spray - Shrub, Ground Cover& Trues .75 Spring 14.72 0.35 25269.25 0.62 748 0.9 119.90 S prayTurf •75 Summer 40.75 0.35 25269.2.5 0.62 748 0.9 331.92 80 _ i T Fall-Winter 11.35 0,35 25269.25 0.62 748 0.9 92.45 Turf Rotor o a Q w I it f TOTAL 544.27 �� a • I ��� ��_. -� USAGECALCULATIONS _ f F __ __ _ -_-- --_ ___ _,_._;_.� _..__ _ . - - - ►-� w PlanUlrrigation System Type: Zone Irr Eff. Area seasonal Plant Factor: - �- i I ""` "- -- SpraylBub/Drip 2 s 0 9 , ; 24997.226 3 Mod I i I _.� O C f Season Zonal Eto Plant Area Conversion Factors Estimated -� -'•-- �-�---'""-1"'-�`�'-`-� -�-�"---� � --T� -�-� �-� �v��-_� Value Factor sq.ft. 0.62 748 kri.Eff. Water Use ETO IPF K01 LA (Sq. Ft, Gal. to S . Ft, Gal. to Cu. Ft. IE EWU ,.. � � Q Spring 14,72 0.5 24987.23 0.62 748 0.9 169.37 S^ I 1 Summer 40,75 0.5 24987.23 0.62 748 0.9 468,88 Fall-Winter 11.35 0.5 24987.23 0.62 748 0.9 130.60 TOTAL 768.85 Ve Low Drip - Shrub, Trees & Ground Cover Areas _ ET er ear 66.82 x 0-1 -( i x 3396� x 0.62 1 / 748 / 0.90 = 20.901 w Plantlrrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: SpraylBublDrip 2 4 g >i+ 1635.733 4 Mod/High Season Zonal Etc Plant Area Conversion Factors Estimated f �- Value Factor sq.ft. 0.62 748 kri.Eff. Water Use Low Drip - Shrub, Trees & Ground Cover Areas --- Spring 14.72 0.65 1635.733 0.62 748 0.9 14.41. r ! 1 ' / = .24 summer 40.75 0.65 1635.733 0,62 748 0.9 39.90 ET per a 66.82 x 0,2 x 40400 x 0.62 748 0.90 497 3 _ -�_ -. � e Fall-Winter 11.35 0.65 1635,733 0.62 748 0.9 11.11 TOTAL 65.43 I _------- Moderate Drip_- Shrub, Trees & Ground Cover Areas ET per year 66.82 x , _ Plantirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: - /�� E 0.5 1 x 50080 x I 0.62 1 / 748 -� / _ 0.90 = 1540.95 l Sra Bub/Drip 2 ;;.. @& � ._____.._.__._......__.._..... ._..._.,__.-..__ .1..____ _...._._._._..._-....---__._.. P Y p 0.000 5 High -_ �7 Season Zonal Eto Rant Area Estimated Value Factor sq.ft. 0.62 748 tri.Eff. Water Use '- --'- •`''- �-'------"' ----- -�-•-----=-•---------- ----......_-.__-.__._�._...__L_.__.._.____.-....-..._._...- _-... _. ._ __ .__. -__._.... High Dri - Shrub, Trees & Ground Cover AreasSpring 14.72 0.8 0 0.62 748 0.9 -_ - i - --- --^- -- - -- --- - - -^-'� P9 ..-., ..,�-...-.._m.- ..-.__ ..._..._...�.. . -.. ..-.,,_..I....._......_...._.._......,. ...._...._..L..._..t....,�..._._._.. Summer 40.75 0.8 0 0.62 748 0.9 - -~ I f = ET er ear 66.82 x ; 0.8 ; x 770 x 0.6-2 / 748 / 0.90 37.91 Fell-winter 11.35 0.8 0 0.62 748 0.9 "_ •3-"".-...'-"•.""..0.._"".."'_" `"I",-....."""'_`_".""'_'.M... ........." _.` ---1 1 TOTAL 0.00 Low Bubbler- Shrub,-Trees & Ground Cover Areas PlanUlrrigation System Type: Zone Irr. Seasonal Plant Factor:Eff. Area __....,_.._..-........._.._...._.._.,_._..„._..:�..._. . . ..„...._ ._.. ._,...._................._. -r, I ET per year 66.82 x 1 0.2 ' x 0 x 0.62 / 748 1 - 0.90 _ = 0.00 = j Spray/Sub/Drip 2 t}8 1240,901 6 Low Tree _ - - r ! Season Zonal Etc Plant Area Conversion Factors Estimated ( j i > Value Factor sq,ft, 0.62 748 1 kri.Eff. Water Use I L Spring 14.72 0.2 1240.901 0.62 748 0.9 3.36 Medium Bubbler- Shrub, Trees & Ground Cover_ Areas - _.---- - - -------------- -....._.._.------ Summer 40.75 0.2 1240.901 0.62 748 0.9 9.31 - - -�-----.--- - --- I f Fall-Winter 11.35 0.2 1240.901 0.62 746 0.9 2.59 ET per ear 66.82 x I 0.5 �� x 18840 x 0.62 i / 748 / 0.90 = 57970 TOTAL 15. l i 1 .-....... 2 a a < a a Plant/Irrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: Stream Bubbler- Annual Color- Spray/Sub/Drip 2 0 9 .i+; 1129.091 7 Low I Mod Tree _ --_ __ �. - �L--�-A _--- ------ - j ------ -i--- + -- - -- ---- -_---- --� I { ET er ear 66.82 x 0.8 x 0 x 0.62 / j 748 / 0.90 - 0.00 Season Zonal Eto Plant Area Conversion Factors Estimated t �- Value Factor sq.ft. 0.62 748 kri.Eff. Water Use � ! Spring 14.72 0.35 1128.091 0.62 748 0.9 5.35 Summer 40.75 0.35 1128.091 0.62 748 0.9 14.82 Fell-Winter 11.35 0.351 1128.091 0.62 748 0.9 4.13 S pray -Turf TOTAL 24.36 ET per year I 66.82 x 1, 0.7 ; ' x 0 ' x 1 0.62 '; l 748 / 0.75 = 0.00{ PlanUlrrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: - ! Q � Q i.. (�'C- i Spray/BublDrip 2 09,;.:; 1240.901 8 Mod Tree --- ' 1 � t Season Zonal Eto Plant Area Conversion Factors Estimated i ; 1 Rotor - Turf ..___ Value Factor sq,ft. 0.62 748 kri.Eff. Water Use --- -• - - -.. _ _.... _ ..__._.._._-.._ Spring 14.72 0.5 1240.901 0.62 746 0.9 8.41 ET per year 66.82 x I 0.7 ' I x 0 i x 0,62 ! / 748 / _ 0.800T00 Z Summer 40.75 0.5 1240.901 0.62 748 0.9 23.29 -- -- --- Fall-Winter 11.35 0.5 1240.901 0.62 748 0.9 6.49 TOTAL 38.18 Water Feature PlanUlrrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: ET per year 66.82 x 1 .2 ' x 382 x 0.62_ ; I 748 _mil 1.00 _= _ 25.39 • Spray/Bub/Drip 2 0 .:;:18840.000 9 Mod/High Tree - !--� Season Zonal Etc Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 kri.Eff. Water Use W - Spring 14.72 0.65 18840 0.62 748 0.9 166.02 TOTAL ESTIMATED ANNUAL WATER REQUIRED ! ? CCF EWU 2681 .191 Summer 40.75 0.65 18840 0.62 748 0.9 459.59 Fall-Winter 11.35 0.65 18840 0.62 748 0.9 128.01 -- r TOTAL 753,61 Total Landscape Area 113868 ( N PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: rj I Spray/Sub/Drip 2 11 9 0.000 10 High Tree Season Zonal Etc Rant I Area Conversion Factors Estimated V1 U Value Factor sq.ft. 0.62 748 kri.Eff. Water Use RECEIVE[) Spring 14.72 0.81 0 0.62 748 0.9 [� I Summer 40.75 0.8 0 0.62 748 0.9 Fall-Winter 11.35 0.81 0 0.62 748 0.9 TOTAL 1 0.00 NOV 1 5 Zir05 4, �'^ Total Tree And Shrub 2645.14 "LlbbC I ORKS DEPARTMEN v` �-frle 3F PALM DESERT M�Plantirrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: SpraylBub/Drip 2 075 >:: 0 11 Turf Season Zonal Etc Rant Area Conversion Factors Estimated •r�_�' Value Factor sq.ft. 0.62 748 1 kri.Eff. Water Use Spring 14.72 0.76 0 0,62 748 0.75 Summer 40.75 0.6 0 0.62 748 0.75 Fall-Winter 11.35 0.76 0 0.62 748 0.75 TOTAL 0,00 These plans have been reviewed' b the Coachella Water istrict in accordance with Water Code Title 7y Division 1, Chapter 3, Article 1 G.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation Total Turf 0.00 with the local governing agency Cit or County). *A roval of this drawing by D Staff does not constitute approval to Approval of this drawing by CVWD Staff does not constitute approval to Waterfeature 2 1 0 12 Moving encroach into district and USER Rights-of-Way. Trees, plants, walls and PlanUlrrigation System Type: Zone Irr_Eff. Area seasonal Plant Factor: permanent structures of any kind may not be lonted or installed in CVWD Season Zonal re Rant area conversion Factors Estimated and USBR easements or right-of-way without first obtaining an encroochement permit from CVWD. \off Value Factor sq.ft. 0.62 748 kri.Eff. Water Use Spring 14.72 #NAME? 0 0.62 748 1 Management Supervisor Summer 40.76 1.2 0 0.62 748 1 Date Water Fall-Winter 11.35 1.2 0 0.62 748 1 0.00 TOTAL Development Services upervsor Job No. Total Waterfeature 0.00 ` Total Estimated Water use 2645.14 APPROVED BY: 99311 MARK GREENWOOD Sheet N� ci- CITY ENGINEER L-3.3 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 23 �,� r+ P \I_ \li vi Ali --------------- I MIA . I� / r 0 • • 15I_r pp- � .►/��+ ���,,. mar ��--�/- ::� i.�t:��::� � :-: � �°} �Y � , )„�-: ■ � • •�R _�i ♦�A �. '+fr�,. r{try+ �. J��` V I �� •�(�, � ©� ,�,� � •mot rig f / � '� � �\�' � `+a��'. 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III, - �,_=_�:-.'� p , ,U o o � - o m® � -� � � \ �_ © ,o �- y •. � IIIIII+ I r •� r.�� � ,.� `/� � � 4v!) ��,,,� `i� © A® .,, �``\� \ ,,,•Y ® � \ •,,•_ l-� a -� � a. bik Yoe /, � ���� fir► �� p . ���, '.►. �� o_ ,►: •:- � � �©Qc�� �� Q �---�' = ``;_ :-. ® �, ; :�J', ; '�':.._-_� 0 \ // © � �--� \-� � m��a c:>> �� •� -., 1;� tee, � `� 0- 0 0 6/'' °'�°_� i '+ '" \ �' � ', . �� � _ _ . : . . . 1�;� p © �� © Q © � `' �``� �r` ���� All � � ;O►�'' - =_ --� - � ��--- 0 �4 � .�„ © t�D p �' ��. • '� � bra_ ,� • ..� MINE� VON _ - = - _ _ _ - _ . _ _- _ - _ _ _ - - -- ® � dam' "� „/,.'''�'-r+ ,: - ® ,�,____..` \ , '.� r �►*�_`►.....=- � • 7 y/ *INTERIOR BUBBLER GENERAL IRRIGATION NOTES TO BE PLACED ON LEGEND 1 THE OUTER EDGE OF 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM Ct� ROOTBALL i FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE 1 2 \ FlrRsi+tNAT>E c INTERIOR BUBBLERS 2. LATERAL TO DW ZONES. O a IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE W/CITY LANDSCAPE INSPECTOR PRIOR TO MAY BE REMOVED CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS 2 - AFTER MATURITY OF i REGULATOATIONR 1XLP VALVE wSEE LEGEND a REGULATOR AND FILTER. SEE LEGE►b AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S /" gli TREE 2 1 " i FOR TYPES. AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO r N 4 8 8 I I ` WMI� QTOi START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME: FULL RESPONSIBILITY FOR ANY - - - - - LEGEND -I lit f s PLOT`"' Z REVISI "��'' I I=I I =I = I= =I - _ _ _ - a 6. COMMON WIRE. v y 1. RAINBIRD XB MODEL DRIP EMITTER - - - �`f IIII=IIII IIII=I�II=IIII FIELD INSTALLED AFTER FLUSHING WATER SYSTEM -' - 5 5" MIN' z 3/4�diusNEn ttoac - 2. 120 VOLT ELECTRICAL PO AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY =1IlI=IIII=IIII IIII- LEGEND = _- PLAN -L a x a x I REDWOOD FOR SUPPORT. _ LECTRICAL INFER. I SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE . �;- IIII=� =IIII= IIII _ =IIII=IIII=IIII IIII= r °a 2. RAIN BIRD MODEL # PFR/FRA24 POLY - - _ - LEGEND 10 2 g nRRIGATgN MARiIE !3 THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. � � `d III(= IIII= 1. RAIN BIRD 1400 SERIES BUBBLER. ..r FLEX RISER (PRE-ASSEMBLED). =IIII 1, RAINBIRD MODEL XB-10 OR XB-20 DRIP EMITTER ® 1a I' SHC SO T.O.E. NIPPLE(TYPICAL) W , `. FIELD INSTALLED AFTER FLUSHING WATER SYSTEM LENGTH AS REQUIRED. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN tit 3. PVC LATERAL 3 2. TREE TRUNK. G ; CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE 6 7 6 3 2. TREE TRUNK. 3 n. AIETEIc 090126IS.ARE S and GREEN BOX EEN w _ 3 5 3 4. FINISH GRADE. 4 3. PVC SCH. 80 NIPPLE- 4" MIN. LENGTH. 6 7 6 p0/�(�0�0 O o0o O 0 COVER N ���VALVE � SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. m t..Y - 3. PVC SCH. 80 NIPPLE- 4" MIN. LENGTH. Qopo QQO o AREAS NEAT BRAND VK�E STATION N0. ew 5. 1/2" PVC TEE } 4. PVC TxT 90 DEG. ELL. 4 6 Oda O o0 o ON LAD N 2'Taal CHARACTERS 4. PVC TxT 90 DEG. ELL 7 g 4. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM 5. LATERAL LINE PIPE AND FITTING. } } 5. LATERAL LINE PIPE AND FITTING. AR PERFORMANCE AND TO ALLOW FOR NO OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS. THIS 6. MARLEX 90 DEG. STREET ELL. MOM XM IDMA c IC VKH vALW LOCH" SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO 7. PVC SCH. 80 NIPPLE- 6" LONG } 6. MARLEX 90 DEG. STREET ELL. 9 n/fMa COLOR 9W OR ALM60,M . THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR 7. PVC SCH. 80 NIPPLE- 6' LONG. 8. FINISH GRADE. EACH SYSTEM. 5 8. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE 5 NOTE: USE TEFLON TAPE ON ALL MALE PIPE 5. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THREADS. THREADS. ELECTRIC CONTROL DRIP VALVE ASSEMBLY THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST g RAINBIRD ON FLEX RISER 6' RAISED PALM BUBBLER THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES N.T.S. LANOPY TREE fRRIGATION N.T.S. SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT N.T.S.NTs (CANOPY TREES) E THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY N.T.S.NTs (CANOPY TREES) FOR ANY REVISIONS NECESSARY. a LEGEND 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE LEGEND * sr+•• DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 1. DISTANCE SHALL BE A MINIMUM OF 6'. ALL SLEEVES r- 1. ELECTRIC CONTROL VALVE; SEE LEGEND NOTE: USE TEFLON TAPE ON ALL MALE PIPE SHALL MEET THIS REQUIREMENT INCLUDING THOSE LEGEND I THREADS, WHICH ARE DIAGRAMA11CALLY SHOWN SHORT OF Q 2. AMETEK #190126 JUMBO VALVE BOX W/I" 1. PALM/TREE THE DISTANCE ON PLANS. COVER IN SHRUB AREAS and GREEN IN TURF 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE 1 AREAS HEAT BRAND VALVE STATION NO. ON Vr CA`� DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE 4' I .4' N. 2. FINISH GRADE 2. 12" MINIMUM. ON LID IN Y HIGH CHARACTERS GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE 4 2 3 LEGEND 3. GRADING SPECIFICATIONS. PLAN 13 1 2 3 4 3. CHRISTYS I.D. TAG SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 3. EDGE OF ROOTBALL 4. BACK OF CURB OR EDGE OF HARDSCAPE. 4. FINISH GRADE 4. 6" RAISED BUBBLER 1. RAINBIRD MODEL XB-10 OR XB-20 DRIP EMITTER _ FIELD INSTALLED AFTER FLUSHING WATER SYSTEM 5. SCHEDULE 40 SLEEVE. 11 -_ 5. PVC. MALE ADAPTER (1YP.) 8. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SEE DETAIL L THIS SHEET I- 0 _ SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL 4 I I I-EEE 2. 1/2" SCH. 80 PVC, THREADED 0 BOTH ENDS 1 6. FINISH GRADE. IIII IIII- 6. PVC PIPE TO SYSTEM - ANGLE PEE _ TO SPECIFIED DEPTH WITH 45 DEG. ELLS. OTHER PAVED AREAS, R111111:�111 TIN 111111s IIII-)III- IIII=III(- 3. FINISH GRADE. II =IIII 7. COMMON BRICK (4 REQUIRED). �3 - j NOTE: 12 1 I i v sIIIIII UIIh III(-I -I I(I 4. 'MARLEX' PREFABRICATED SWING JOINT ASSEMBLY. ALL SLEEVES SHALL BE TWICE THE SIZE OF THE t5 B. COMMON WIRE TO OTHER VALVES ON 9. USE PRIMER AND GREY GLUE FOR ALL MAIN LINE JOINTS. _ T4 INTERNAL OBJECT, OR AS NOTED ON PLANS. SAME CONTROLLER. IIIhI � I ((I I_ - ( ) 10 9. 3/4' CRUSHED ROCK. 8' DEEP. S. PVC PIPE DEPTH PER SPECIFICATIONS). r 11110 111111 IIIIII MITI 4 $o • 8° °a°'o:4.' o .9 11 10. CONTROL/COMMON MARES FROM CONTROLLER. ` W IIII-IIII �>slNlll I IL� 2 NOTE: LOCATE EMITTER 6" UPHILL °° ° °° ° °'0 11. 1' SHC 80 T.0_E NIPPLE (TYPICAL) 111111= } FROM PLANT 3 \ ° LENGTH AS REQUIRED. } 7 12. PVC SxS 90 DEG. ELL N 2 13. WARE CONNECTOR. SECTION 14 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. N I PALM WATERING SYSTEM - N.T.S. % 5 5 15. PVC SHC 40 PIPE NO DIFFERENT RUN EXTRA WIRE OR ALTERNATIVE E TO EACH VALVE LOCATION > 2' IN SHRUB AREAS. Q [� z TREE XERI-BUBBLER LEOENI� 1' IN TURF AREAS. \ SLEEVING ELECTRIC CONTROL VALVE (NON-DRIP and MASTER) TREES LEGEND M DRIP EMITTER ASSEMBLY i N.T.S. B w SYM. NAME WATER NEED "WIRD 1. CONTROL ZONE KIT: RAINBIRD XCZ-100 BFF N.T.S. (FOR SHRUBS AND GROUND COVERS) N.T.S.EMITTE {-z+ AAN Asada oneura L (b)X6 10 2. LANDSCAPE DRIPLINE TUBING: RAINBIRD Mulga��� LANDSCAPE DRIPLINE LD-09-24 ASA IltigaA4041 LM10SdIC a L (b)X$10 3. MANUAL FLUSH VALVE. pa�,ng Acaala 4. EASY FIT COMPRESSION TEE LEGEND ^w GDM C,0MIdWm f.VOSOrt HIVS&An' L (b)X13 IO EMITTER (PRE-INSTALLED} IN TUBING 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. 4 REFER TO LEGEND) LEGEND O [Z„ Desert Museum Palo Verde ( 5 6 LEGEND cFl chll b Ikfearls M (6)XB-10 6. 1"'SCH 40 PVC LATERAL BARREL CACTUS ops 3 BACKBONE LATERAL - PVC CLASS 315 PIPE. Desert Willow WATER1. BROOKS /1100 10'x10' ROUND VALVE BOX DS Dales sptroso L fb)X5 10 6. MANUAL FLUSH VALVE. w�L,.I, 1. NON-PRESSURE LATERAL LINE PIPING. WITH JAR BOLT DOWN COVER - HEAT w C 9mole Tree 4. DRIP LATERAL - PVC CLASS 315 P- =IIII=IIII OT Dlneya tssota L (b)XB 10 LENGTH NOT TO EXCEED 150' AND/OR p 1 BRAN I WATER VALVE' ON VALVE BOX COVER .ter 2.PRESSURE MAIN LINE PIPING VALVE R1 Y wGhi LETTERS. Ironwood t 1 4 GPM AT ANY ONE RUN. Z 12"=III( IIII=IIII I I • PLW Ironwos Wright,, M (b)Xt3 10 } 5. UNDARY FOR DRIP VALVE ZONE. LLI = 3. CONTROL WIRES - TAPE AND BUNDLE 2 2. FINISH GRADE [.,. FT 1 Fr.e Arazona Syaanwre 2 6. SH UB EMITTER DETAIL (TYPICAL). 4 U) -IIII EERY S FEET. INSTALL ADJACENT PLA I 1 w (� POF Populus fremontll M (b)XB-10 / IIII_ TO PRESSURE MAIN LINE. 3. NIBCO 'T-585-70' FULLY PORTED BALL �y VALVE MATH HARD CHROME PLATED T � f 1 - Q z BLOWOUT-PROOF STEM. 1`/) 1�1 Fremont Gottonnood �� ® // - 1 4.PROVIDE 2" DEPTH OF CLEAN BACKFILL. POF Prosopls chllensis LM (O XEI-10 Thornless Mesquite I a0 4 5.SEE IRRIGATION SPECIFICATIONS FOR QVH PI Is Len vlte L/Mt (b)XB 10 1 2 BACKFILL AND COMPACTION III=IIII=IIII _I I III=4. 1' SCH. ✓?O T.O.E. NIPPLE (TYPICAL) Ns gkrte q * REQUIREMENTS. - 10 LENGTH AS REQtlM2ED. ,III_ � All 5. 3/4- CRUSHED ROCK - 8r DEPTH. QVN Quercus v.'Herltags' M (b)X$10 X 6.FINISH GRADE. Southern INS oak x 3 7 I 3 4 6. COMMON BRICK (2 REQU62ED). X x 7. 1- PVC SHC 40 COUPLING, USE PRIMER [ 3 5 ; MINIMUM BACKFILL DEPTHS FROM FINISH 9 AND GREY GLUE. x GRADE TO TOP OF MAINLINE 8. 2' CLEARANCE 5, I 9. PVC MAIN UNE PIPE. IRRIGATION LEGEND ®' q 4 6 ;;° °' ° ° 10. cHRlsrrs I.D. TAG (SEE NOTES). L LARGE SHRUBS GRASSES °,goo."8 . 8. o 00.- I o,9 oo_o o8o 0.; o8il '8o o I X o8 o:ff-. 8uo o ° o d'o8o IN TURF SYM. MAW WATER NI�DS E'mina ie SYM. NAME WATER NEEDS ERMA�� 80�o'° 8,0°°>--to o co o � o°�° °° o � ' 2' RI SHRUB AREAS. � I � 6 SECTION 8,0:8 ,° -fl GN �remopigla L X8-10 AN& An opogongon-dti 14M xal0 GP„ Gala phyllodnea L XB-10 HRM N Blu eSte capilla to Regal Mbt „�, xB,o SUBSURFACE DRI LINE IN CACTUS MASSES EXAMPLE DRIP EMITTER LATERAL SYSTEM Silvery Gaga IAegol Mbt way M ._ .` N N.T.S. TRENCHING BALL VALVE I I NYE Pkytbemoryt LM X0-10 HEE 1-Mlerberglaerrersi"IElToro LM Pm:•10 s (CACTUS) (SHRUBS / GROUNDCOVER) G N.T.S. C Desert Lavender evil Grass _ `t N.T.S. LT Larrea tmdentaka vL X5-10 MLA Muhlent"Ia Ilnchah rl Autumn blow LM XE1,40 I creosote Autumn blow MMTy G✓ LEGEND SCH Ginato ma d*wnsls LM X6-10 MR Mrhlerborglo r)gers L/M XB-ID "'� .'' �,,� ' ,.-- Lr I ,biza Deer Grass a .*` f °` 1. BROOKS /1100 10'x10" ROUND VALVE = I I MRN I Mienbw-gla rigtda Tkxehvl,le LIM XB-10 ,✓' .�,) Q C BOX W/ TAN BOLT DOWN COVER - HEAT = I NOMAlle MLNIy �. _ 2 1 BRAND 'QC' ON COVER IN 2' HIGH CHARACTERS. MEDIUM SHRUBS RAINBIRD SA Alkali lies L/M XB-10 " 1 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. FINISH GRADE. SYM. NAME WATER NEEDS EMITTER Nr Nosalia tom4sslrna LM XE9.10 �` ,. l- Moxicm Feather Grass ,✓* LEGEND 2. STRIP WIRES APPROX. 3/8" FROM ENDS - AQMI MkacmWn IPldg Mexlcat Pkme'L.44 ;B-10 \ U Q ` t TWIST TOGETHER. 4. 3/4' CRUSHED ROCK. 6' DEPTH. I 1 Flans 1 �, /'/� 1. AUTOMATIC CONTROLLER INSIDE 3. VALVE BOX V PEDESTAL (SEE LEGEND) a < a a a AF Artknbn nlrtole L IB-10 AGAVES "`�` , �/ 4 3. PUT CRIMP SLEEVE OER WIRE ENDS - z' 1 2 5. BRASS NIPPLE. j sad Sage RAINBIRD " 8/ �' 3 CRIMP AND CUT OFF EXCESS WIRE. r ""` 2. 120-VOLT POWER SUPPLY WIRES IN CONDUIT. 6. BRASS 90 DEG ELL BUM Bxtdbb maruWfoln M X1i20 SM. NAME WATER NEEDS EMITTER 4tr''' i. WoN&AtoON Bvth C 4. APPLY SEALER TO OUTSIDE OF SEALING 7. MAIN LINE PIPING. CZ Calliancir calrtornlca M XB-20 AA Agave o neric4 a LM )a-10 3. PVC CONDUIT-2 12"\ / M)T�2 PLUG - FILL CAVITY WITH SEALER. I Bap Red PoV9 Duster cw4ry Plant MAIN LINE FITTING. CIIN Gnpotlxmviuemraeosus vL XD-10 AAV Agave anerkaL var.margnato LM Xi$_Io t �J"� 8 4. FINISH GRADE 5. PULL BASE SOCKET OVER CRIMPED CON- II�II(I=I(II=III 3 9. BRASS 90 DEG. STREET ELL ltcbblt Brush Verlgated Century Plant 6 5 NEC71ON AS FAR AS POSSIBLE. `t DGs Dales cGpitato Sierra bold LM xB-10 AAM Agave a+guetlfoila margnata LM Xfs-lo l„� 5. SWEEP ELL-2 1/2" =1I I I IIII 10. BRASS NIPPLE - 6' LONG. boa Dales NCN 6. PUSH SEALING PLUG INTO BASE SOCKET. 11 (j DF5 Dales hnAescere sierra No" UM XB-10 ABR Agave bracteossa LIM Xf�-lo q 6. DIRECT BURIAL CONTROL WIRES t2 11. RAINBIRD 33DRC QUICK COUPLER 0 _ Black Dales 5pbar Agave v TO CONTROL VALVES. ATE s 7. PUSH WIRES TO END OF BASE SOCKET 13 r`' :;�J QUICK COUPLING VALVE. O > .� EF Bath Parinoea L, XB-lo AC4 Agave Gobratp L Xe3-lo TO ASSURE COMPLETE SEALING OF \ � '.> - 12 100T, STAIN STEEL W > erRUo B" Mescal Canino 1" 7. 4" THICK CONCRETE FOOTING; FINISH AND CONNECTION. 9 10 C1 '� G p EFP ErlogaMum faxk:ulaWm vcr.polofolum VL XB-10 A6 Agave gemnrttora L x+s-lo ( TEXTURE TO MATCH ADJACENT HARDSCAPE. -.'`. CLAMPS (2 EACH}. O G ,' Flattop Bwkwheat Twn Fbwerng Agave .O ..- o : 7 6 U 3 Jc Aouda calltomica LM X8-10 AHV Agave harvardera L x8-10 IIIchro- I-IIII-IIII- o IIII=IIII=IIII B. PEDESTAL ( SEE LEGEND ) B. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR 13. GALVANIZED PIPE - LENGTH AS Lv \ � JGD Justlw co&.ors(ovatco M XB_20 AP Agave parry,Harvad ® L M-10 -- - RedJ»Nch Agave IIII=IIII-IIII- IIII=IIII=IIII NOTE: INSTALL ALL WIRING PER LOCAL CODE. OR APPROVED EQUAL. REWIRED FOR SOIL CONDITIONS -r', Ln 1=` C) LF6 ftd_Laxo ticla fruteecero'6reern Cloud' M XB-20 AYR Agave vktoree regnae l./t'I X8.10 bT�!'4 TO PROVIDE FIRM INSTALLATION. Green Cloud Texas Ragor Queen Victorla Agave =IIII= IIII=IIII ` LFT Levoophyllum frurescero'Thinder cloud' M XB-20 AV Agave vihorinima LIM X8-10 = 2' IN SHRUB ARE1' N LAWN AS. 2 8 NOTE: USE TEFLON TAPE ON ALL MALE Tls Opf Gbud texas Ragor Octopus agave 8 7 PIPE THREADS. LLR Lenrcophylkrm ka�gnmkle W10 Bravo' M X8-20 AN Agave weber, LM X8-10 Texas RoLgsr VJehber Agave LPS I.eucophylkrm prunoeum 91ura Bouquet M X6-20 Sierra Boar>l et Teaxae Rangor PH Pia "''�"'orSp�'M )S-20 5 3 6 H WIRE CONNECTION QUICK COUPLING VALVE ASSEMBLY REQ Rueselb egv"tftnTs M XB-20 _ N.T.S. ry coral Paintal^ AUTOMATIC CONTROLLER (PEDESTAL MOUNT) - @`�i F 1..� C RP Ruellla pemenAarls LM x6-10 W Purple Ruelle O N.T.S. _ fI T/1 VD Ooldona deltoldeo L/M XB-lo I ,O`I ! 5 2 i 0 5 V 1 I}� V i L.v SMALL SHRUBS LEGEND 1. BROOKS #1100 1O'x10" ROUND VALVE SYM. NAME WATER NEEDS M1 ACCENTS AND CACTI FU BOX WITH GREEN COVER. HEAT BRAND "FV" �UBUCV.vpKSOEF.+a4l�fty' I ADG Acorn rodolero'DeserE ccrpet LM XB-10 RAiEIRD ON COVER IN 2" HIGH CHARACTERS. CITY OF PALM DESERT C.reePlig Acacia SYM. NAME HATER.NEEDS EMITTERI 2. FINISH GRADE. I I W "^ CHRISTY S I.D. TAG NOTE I , ADI Triangle L S VL � AF Aloe ferox LM )e-lo 3. COMPACTED BACKFILL ti/1 Z AD Ambrose Danosa VL XB-10 Gape Abe 6" DEPTH 3/4" CRUSHED ROCK. . . 1 MRS Bur Sage BON. BouganvnleaohLaLo' M xa2o 1 2 USE CHRISTY'S MAXI I.D. TAGS FOR VALVES AND QUICK COUPLERS HOT BM Saflopnydlrodeto L X6-10 Oh La La Bougainvillea 3 5 AG PRODUCTS 3/4"-B BALL VALE. STAMP WITH BLACK LETTERS. TAG SHALL BE PRINTED IN ENGLISH ON Desert Marigold CAP caesalplolo pukherrWo LM X8-lo NOTES: RedWdotParadise 6. PVC SCH. 40 MALE ADAPTER ONE SIDE AND SPANISH ON THE OTHER. PROVIDE ONE TAG -pR EACH. a CMA L owd M � LM XB to ON Dasylrlon 4"lerl L XB-10 7. SALCO A/R FLEXIBLE PVC HOSE VALVE. ORDER FROM E. T. CHRISTY ENTERPRISES, 403 WEST BRENNA Q+ Gl Caphea Ignea M xB 20 Desert spoon ALL DRIP IRRIGATION FOR ACCENT PLANTS TO HAVE A POLYFLEX RISER IN LIEU OF _ = MINIMUM 3 FOOT LENGTH r,4w Pert E6 Echkocactus gitaeonit VL X13-10 - ' ' PP Faingeparcxbxa n xB-lo 6a,denBa•reicatus SCHEDULE W RISER SEE DETAIL P II IIII=IIII=III = 7 B. SCH 40 - 90 DEGREE ELBOW. LANE ORANGE CA. 92667. , PHONE (714)771-4142 AND FAX rtti ApoOePkxne ® FA Forocactteaco,thod" VL XB 9. RIGID PVC CLASS 200 PIPE, OR POLY TUBING. -io -�II (714}771-3029. i E•-M v LP Laltona montevteenoto'Trolling Purple' H X8-20 camas Barrel Cactus ALL PLANTS WITHIN 10' OF SIDEWALKS TO HAVE A POLYFLEX RISER IN LIEU OF SCHEDULE 9 R"Trailing Ladaro FM Ferocactw wMi)zeml VL X15-10 SO RISER SEE DETAIL 'P' LY Lantana montevldsnsb New Fold' M X6-20 Barrel Cactus FT Gold Mound Ladino FS Fouqulere splerdaK L XB-10 ;ti .. �;� + MCI LLX Lobele lacOlora L XB-l0 ocotillo CLOSELY SPACED ACCENTS MAY SHARE DRIP EMITTERS 8 -;'.'. 1" IN LAWN AREAS.U Loose Flowerkg Lobate hP Nesperoloe paviilora LM XB_10 2" IN SHRUB AREAS. LR Lotus rlgidrs L/M XB-10 Red Yv�° THE EMITTERS FOR THESE PLANTS SHALL NOT 13E INSTALLED AT THE BASE OF THE PLANT. NOTE: USE TEFLON TAPE ON ALL MALE ' Rock Poo fPf fbsperoloe pavlflora Yellow' L/M XB-lo PIPE THREADS. Mt Malephaa lures M XB-20 Yellow Yucca These plans have been reviewed* by the Coachella Water District in R"N point Ice Pant fP Noma Pont L x8-10 THE EMITTER SHALL BE PLACES A MINIMUM OF 15' FROM THE BASE OF THE PLANT. INSTALL FLUSH VALES AT THE END OF EACH accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section OB Oen others berlandlerl LM X13-10 Vw rf Mexkam Grass Tree DRIP LATERAL RUN. 65597 et seq. requiring efficient landscape and irrigation design in Cooperation Mexican Evening Prnrose oPB opunte txgalovA VL XB-10 with the local governing agency (Cityy or County). PM Pedilonth.�smocrocarpus L XB-w TeCb. 'ua1. SXB-360 6 0 to 13 'Approval of this drawing by VWD Staff does not constitute approval to Lacy'senpper O,E Opunteergokmnil VL XB-10 Approval of this drawing by CVWD Staff does not constitute opprovaI to PSG Psibstrophe cooper) L XB-10 Engelman Prk:kley Pea' GPH SL-210 01 MANUAL FLUSH VALVE encroach into district and USBR Rights-of-Wog. Trees, plants, walls and Paper Planer OPV opumtla violac,"santa-riw VL wa•lo GPH SL-220 4t 2 permanent structures of any kind may not be planted or installed in CVWD RP Rueniapennswalo L/H XB-lo PrnMPrckNPoor Cactus Capµ XB-10 * I N.T.S. and USBR easements or right-of-way without first obtaining an encroachement Deeert RuelAa .p,® PAM Pc¢hgcera*morgnatus L XB-10 GPH S$-20 2 GPH permit from CVWD. North sc SONn develaldll LM X5-10 MexiGat organ Pipe chaparral sage PA Porotemom anbiguow LIM x8-ID scH ski�d yoidee uM Date to PGL Permtemom cievelam n LM XB-10 CACTI EMITTER NOTE: g P Water Management Supervisor SG 9alvegreggll LM XB-10 NON WHENEVER POSSIBLEt GROUPINGS OF CACTI SHALL SHARE EMITTER(S)and BE PLACED A Autuim Sage M Perotemom eatom LM X540 MINIMUM OF 16' FROM CACTI AND Development Services /OR CACTI GROUPINGS. Dlo t Si Supervisor 565 Salvia g*Wt Sierra Leda LM XB-IO Firecracker Pwatemon P Pe Autumn Sage PP Permtemon Daryl LIM X$-10 Job No. 5L satve Leucantlxn LM 43-10 Perry PBnetaYan Mexican Bush sage PSP Formtemon spectcbUis L/M X13-10 BAILEYA EMITTER NOTE: SPA 6101MSphoorakaoamblgua L xe-lo WIN EMITTER(S)A MINIMUM OF 16' AWAY FROM BASE TO PREVENT ROOT ROT. APPROVED BY: 993 1 1 - 2 Globs Mallow P51! Perotemon ouperbin LM XB-IO V6 Vertmnw 600dlgll LM XB-ID Coral Perotemon Gooding Varb ona YB Yucca bou4to L XB-10 VR Yoram rigkn LJM X13--lo Bazm Yucca WATER NEED ABBREVIATIONS sandoaper verbena Y6 Yucca 13WCO o L X13-10 L LOW WATER USE VP a puaheln LM XB l0 soft Tp a Rock Verbena YP Yucca a L X8-10 M • MODERATE WATER USE MARK GREENWOOD Sheet N o. Rock V Yucca N ■ HIGH WATER USE CITY ENGINEER L-5 e 1 R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 23 1.01 General Conditions (o) On or before the date of the Final inspection,the Contractor shall deliver the F. Ball Valves: corrected and completed sepias to the Owner's Authorized Representative. 3.03 Installation The requirements of the 'General Conditions of the Contract' shad apply to all work of Delivery of the sepias will not relieve the Contractor of the responsibility 1) Ball valves 3' and smaller shalt meet the following requirements. B. Testing of the Irrigation System: 7 this Section with the same force and effect as though repeated in full herein. of furnishing required information that may be omitted from the prints. A. Trenching: s z a. Ball valves shall have cast bronze bodies, fully ported,and 1) The Contractor shall request the presence of the Owner's Authorized Representative CDC. Equipment to be Furnished: threaded on both ends. i) Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe in writing at least 48 hours in advance of testing. to an even grade. Trenching excavation shall follow layout indicated on the 1.02 Description i) Su I as art of this contract the Following: b. Ball valve shalt be similar to those manufactured b Nibco or approved Drawings and as noted. 2) Test all pressure Imes under drostatic pressure of 150 square Inch and Z Sup pig p g� y pp p � p pounds per A. Scope of Work equal. 2) Provide for a minimum of eighteen (24)inches cover for all pressure supply lines prove watertight. o a. Two (2)keys for each controller. of 2 1/2-inch nominal diameter or smaller. _ s Provide all labor,materials, transportation,and services necessary to furnish and Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. Irrigation s ateme as shown on the drawings and described herein. 2) The above mentioned equipment shall be turned over to the Owner at the 2) All ball valves shalt be Installed per installation details. 3) Provide for a minimum of twenty-four (24)inches cover For all pressure supply install irri g y g conclusion of the project. Before final observation can occur,evidence that lines of 3-inch nominal diameter or larger. 3) All piping under paved areas shall be tested under hydrostatic pressure of 150 w <:; the Owner has received these items must be shown to the Owner's 4) Provide for a minimum of eighteen (16)inches for all non-pressure lines, pounds per square inch and proven watertight prior to paving. e 4 1.03 QualityAssurance < Requirements Authorized Representative. i G. Quick Coupling Valves: 5) Provide for a minimum cover of twenty-four (24) inches for all control wiring. 4) Sustain pressure in lines for not less than six (6)hours. If leaks develop,replace T A. Permits and Fees: i 1.05 Product Delivery,Storage and Handling 1) Quick coupling valves shall have a brass,one or two-piece body designed for ,joints and repeat teat until entire system is proven watertight. The Contractor shall obtain and pay for any and all permits and all inspections as working pressure of 150 P.S.i. B. Backfilling: 5) All hydrostatic tests shall be made only 1n the presence of the Owner's Authorized required. A. Handling of PVC Pipe and Fittings: Representative. No pipe shelf be backfilled until it has been observed, tested, and The Contractor is cautioned to exercise care in handling, loading,unloading,and 2) Quick coupling valve shall be operable with a quick coupler Keg size and t e 1) The trenches shall not be backfilled until all required testa are performed. approved in writing. p g p q p �J• y yp pp g• B. Manufacturer's Directions: storing of PVC, pipe and fittings. All PVC pipe shalt be transported in a vehicle shall be as shown on the Drawings. Contractor to call City authorized representative for pressure test.Trenches which allows the length of pipe to Its flat so as not to subject it to undue bending shall be carefully backfilled with the excavated materials approved For backrilling, 6) Furnish necessary Force pump and all other test equipment. Manufacturer's directions and detailed drawings shalt be followed in all cases or concentrated external load at any point. Any section of pipe that has been dented consisting of earth, loam, sandy clay,sand,or other approved materials, free from or damaged will be discarded and, If installed,shall be replaced with new piping large clods of earth or stones. Backfill shall be compacted in inhere the manufacturers of articles used in this contract furnish directions covering g p p p � g p 'I) UJI•ien the irrigation system is completed, perform a Coverage teat to the presence at contractor's expense, landscaped areas to a dry density equal to adjacent undisturbed soil in planting of the Owner's Authorized Representative to determine if the water covers for points not shown to the drawings and specifications. areas. Backfill will conform to adjacent grades without dips,sunken areas,humps p 9e a*S�SGgP J 9 p p planting areas is complete and adequate. Furnish all materials and perform all work � f y 1.06 Substitutions or other surface irregularities. required to correct an inadequacies of coverage due to deviations Form the C. Ordinances and Regulations: q q g , Drawings,or where the system has been willfully installed as Indicated on the Evim yam y All local, municipal and state laws,and rules and regulations governing to an A. There will be no substituttona. H. Backfiow Prevention Unit: (Domestic Water Systems Only) Installed by CYWD. 2) A fine granular materiel backfill will be initially placed on all lines. No foreign Drawings when it is obviously inadequate, without bringing this to the attention of p g 9 q y matter larger than one-half(1/2) inch in size will be permitted in the initial backfill. the Owner's Authorized Representative. This test shall be accomplished before portion of this work are hereby incorporated into and made a part of these p O°°i"p Q N specifications,and their provisions shall be carried out b the Contractor. i) Backflow prevention unit shall be of size and type indicated on the irrigation ground cover is planted. *` 5i""• p p y drawings. Install backflow prevention unit in accordance with irrigation 3) Flooding of trenches will be permitted only with approval of the Owners V Anything contained in these specifications shall not be construed to conflict with g ' t p g Authorized Representative. �l any of the above rules and regulation& or requirements of the same. However, construction details. p 8) Upon completion of each phase of work,the entire system "it be tested and lq p,,, � C when these apecificationa and drawings call for or describe materials, 4) If settlement occurs and necessitates adjustments to pipe, valves,sprinkler heads, J q adjusted to meet site requirements. workmanship,or construction of a better quality,higher standard,or larger size 2) Wye strainers at backflow prevention units shall have a bronzed screwed body with J p p p than is required b the above rules and regulations, the provisions of these 60 mesh morel screen and shall be similar to Batley M0015 or approved equal. lawn,adjustments without or other installed work the Contractor shall make all required specifications and drawings shall take precedence, p adjustments without coat to the Owner's Authorized Representative. 3.01 Maintenance 3) All pressure main line piping between the point of connection and the backflow C. Trenching and Backflll Under Paving: D. Explanation of Drawings: preventer shall be installed as required by local code. The Contractor shad verify g 9' A. The entire irrigation system &hall be under full automatic operation for a period of seven with the local governing body as to material type and installation procedures prior (1)days prior to any planting. (With the exception of areas irrigated by drip-) 1) Due to the scale of drawings, it is not possible to indicate all offsets, to start of construction. Submit shop drawing for approval. 1) Trenches located under areas where paving,asphaltic concrete,or concrete will be p installed,shall be backfilled with sand (a layer six (6)inches below the pipe and B, The Owner's Authorized Representative reserves the right to waive or shorten the fittings,sleeves,etc.which may ra required. The Contractor shall three (3)inches above the pipe)and compacted in lagers to S5% compaction,using � g p p p y p � operation period. carefully investigate the structural and finished conditions affecting all of manual or mechanical tamping devices. Trenches for piping shall be compacted to p p this work and plan him work accordingly, furnishing such fittings,etc.as equal the compaction of the existing adjacent undisturbed soil and shall be left in V may ra required to meet such conditions. Drawings are generally a firm unyielding condition. All trenches shall be left flush with the adjoining 3.05 Clean-Up dta rammatic and Indicative of the work to be installed. The work shall be p g 1.01 Guarantee grade. The Contractor shall set to place,cap and pressure test all piping under installed to such a manner as to avoid conflicts between irrigation systems, paving riot to the paving work planting,and architectural Features. p g p p 9 Clean-up shall be made as each portion of work progresses. Rafuse and excess dirt shall be fTl ��„ A. The guarantee for the sprinkler irrigation system shall be made in accordance with removed from the site, all walks and paving shall be broomed or washed down,and any damage 2) All work called for on the drawings by notes or details shall be furnished the following form. The general conditions and supplementary conditions of these 2) Generally,piping under existing walks is done by jacking,boring,or hydraulic occurring to the work Of others shall be repaired to original conditions. �"� N and installed whether or not specifically mentioned In the specifications. specifications shad be filed with the Owner or his representative prior to acceptance driving,but where any cutting or breaking of sidewalks and/or concrete 1s Q of the irrigation system. necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from `J 3) The Contractor shall not willfully install the irrigation system as shown on I. Control Wring: 3.05 Final Site Observation Prior to Acceptance the drawings when it is obvious in the field that obstructions,grade B. A copy of the guarantee form shall be included to the operations and maintenance the Owner's Authorized Representative. No hydraulic boring will be permitted Q Z Q manual. under concrete paving.differences or discrepancies in area dimensions exist that might not have t) Wiring shall occupy the same trench and shall be installed along the same route as p g• A. The Contractor shall operate each system in its entirety for the Owner's Authorized ..� been considered in engineering. Such obstructions or differences should be pressure supply or lateral lines wherever possible. Representative and the Maintenance Contractor at time of final observation. Ang item Z brought to the attention of the Owner's authorized representative. in the C. The guarantee form shall be re-typed onto the Contractor's letterhead and contain 3) Provide for a minimum cover of eighteen (18)inches between the top of the pipe deemed not acceptable by the Owner's Authorized Representative shall be reworked to the event this notification is not performed,the Contractor shall the following information: 2) Where more than one (1)wire is placed in a trench,the wiring shall be taped and the bottom of the aggregate base for all pressure and non-pressure piping complete satisfaction of the Owner's Authorized Representative. W �/ assume full responsibility, at his own cost, for any revision necessary. together at intervals of ten (10)feet. installed under asphaltic concrete paving. �.r w GUARANTEE FOR IRRIGATION SYSTEM B. The Contractor shall show evidence to the Owner's Authorized Representative that the z ' 3) An expansion curl shalt be provided within three(3)feet of each wire connection. D. Assemblies: Owner has received all accessories,charts,record drawings,and equipment as required 1.04 Submittals We hereby guarantee that the sprinkle^ Irrigation system we have furnished and installed Expansion curl shall be of sufficient length at each splice connection at each electric before final site observation can occur. is free from defects In materials and workmanship,and the work has been completed 1n control,so that in case of repair,the valve bonnet may be brought to the surface 1) Routing of irrigation lines as indicated on the Drawings is diagrammatic. FT O ^ A. Material List: accordance with the drawings and specifications,ordinary wear and tear and unusual abuse, without disconnecting the control wires. Control wires, shall be laid loosely in Install lines (and various assemblies)in such a manner as to conform with the or neglect excepted. We agree to repair or replace any defects in material or workmanship trench without stress or stretching wire conductors. details per the Drawings. 3.10 Site Observation Schedule 1) The Contractor shall Furnish the articles,equipment,materials,or processes which may develop during the period of one year from the date of acceptance and also to specified b name in the drawings and specifications. No substitution will repair or replace any damage resulting from the repairing or replacing of such defects at 4) All splices shall be made with Scotch-Lok#3516 Connector Sealing Packs, 2) Install NO multiple assemblies in plastic lines. Provide each assembly with its awn A. The Contractor shall be responsible for notifying the Owner's Authorized Representative W C' be allowed without prior written approval by the Owner's Authorized no additional cost to the Owner. We shall make such repairs or replacements within a Rainbird Snap-Tite wire connectors,or approved equal. Make only one splice with outlet, in advance for the following observation meetings,according to the time indicated: >* Q Representative. reasonable time,as determined by the Owner, after receipt of written notice. In the event each connector sealing pack If spllcing is necessary between valves groupings, (� �T of our failure to make such repairs or replacements within a reasonable time after receipt isolate splice in a circular valve box and identify. 3) Install all assemblies specified herein in accordance with respective detail In 1) Pre-Job Conference - 1 days (to be scheduled by owner) ` w M 2) A complete material list shall be submitted prior to performing any work of written notice from the Owner,we authorize the Owner to proceed to have said repairs absence of detail drawings or Specifications pertaining to specific items required to W-4 C r__ Material list shall include the manufacturer,model number and description or replacements made at our expense and we will pay the costs and charges therefor upon J. Electric Control Valve (inci.Master valve> complete work,perform such work in accordance with best standard practice with 2) Pressure supply line installation and testing - 48 hours V of all materials and equipment to bd. demand. prior approval of Owner's Authorized Representative. i'T1 e use 1) All electric control valves shall be the same size and type shown on the Drawings. 3) Control wire installation - 48 hours i�+�l Although manufacturer and other information may be different,the PROJECT: 4) PVC pipe and Fittings shall be thoroughly cleaned of dirt,dust,and moisture before following is a guide to proper submittal format: LOCATION: 2) All electric control valves shall have a manual flow adjustment. installation. Installation and solvent welding methods shall be as recommended by 4) Lateral line and sprinkler installation - 48 hours the pipe and fitting manufacturer. Item No. Description Manufacturer Model No. SIGNED` 3) Provide and install one control valve box for each electric control valve. 5) Emitter ayetem installation - 48 hours 5) On PVC to metal connections, the Contractor shall work the metal connections t Control Valves Ra(nbird EFA Series ADDRESS: K. Valve Box: first. Teflon tape or approved equal,shall be used on all threaded PVC. to PVC, 6) Coverage test - 48 hours 2 Quick coupling Valve Ralnblyd 33D LVG and on all threaded PVC to metal joints. Light wrench pressure is all that is > PHONE: DATE OF ACCEPTANCE: 1) Use 10' x 10' round box,tan to color,with cover for all ball valves. re required. Where threaded PVC connections are re uired, use schedule 80 Extension sleeve &hail be PVC with minimum size of six q q U Final sits observation - 1 days threaded on one and nipples and slip - slip couplings. (6) inches. - I IRRIGATION PRODUCTS E Line Clearance: B. When site observations have been conducted by a party other than the Owner's Authorized Irrigation submittal must be specific and complete. All items must be listed Representative, show evidence in writing of when and by whom these observations were -c and should include solvent/primer,wire,wire connectors, valve boxes,etc. 2) Use Jumbo valve box (nominal)rectangular box,tan in color,with cover . made. for all electric control valves. Refer to Detail. 1) All lines shall have a minimum clearance of six (6) tndhes from each other and No copies of manufacturer's literature(catalog cuts)are required as ! { submittal information. � from Imes of other trades. Parallel lines shall not be installed directly over one C. No site observations will commence without record drawings. In the event the Contractor 2.01 Materials 3) Use 10 x 10' deep round plastic valve box for all quick coupling valves,Brooks another. calls for a site visit without record drawings,without completing previously noted 01100 with snap lock cover or approved equal. 1 3) Equipment or materials installed or furnished without riot approval of the corrections,or without preparing the system for said visit,he shall be resporaibie for p pp A. General: F. Quick Coupler / Ball Valves: reimbursing the Owner's Authorized Representative at his current hour) bill rate,portal f I R Owner or Owners representative may be rejected and the Contractor required 4) Any and all valve boxes shall be tan in color, including spite& boxes g y to portal (plus transportation coats), for the inconvenience. No Further site observations I J to remove such materials from the site at his own cost or expense. Use oniy new materials of brands and types noted on drawings,specified herein. 1) Install quick coupler and ball valves in a separate 10' x 10' round box,tan to color,with cover. will be scheduled until this charge has been paid and received. o L. Bubbler Head: Where possible, locate valves shall be located to shrub areas. ► i 4) Manufacturer's warranties shall not relieve the Contractor of this liability under the guarantee. Such warranties shall only supplement the guarantee. B. PVC Pressure Main Line Pipe and Fittings: 1) Riser units shall be fabricated in accordance with the installation details. 2) Each quick coupler and ball valve box is to be branded with 'QV' For quick couple'. and 'WATER VALVE' for ball valve in 2' letters. Branding unit available from Hydreacape City of Palm Desert Landscape Inspection Schedule ! 1) Pressure main line piping shall be PVC Schedule 40 with solvent welded Joints. 2) Riser nipples, for all bubbler heads shall be the same size as the riser opening in the Products, Inc.,phone number (114)633-1850. PVC pipe for irrigation systems serviced from the Coachella Valley Water sprinkler body. a a a District's water system shall be white in color.Sizes over 1-i/2' to be CL 315. G. Electric Control Valves: 1) Siesving /Grading 3) All heads shall be leak free. a. Sleeve diameter,type, depth and location 2) Schedule 40 pipe shall be made From NSF approved Type 1,Grade I,PVC 1) Install each electric control valve in a separate valve box. Where possible, electric b. Soli surface drainage, elevations and trash(Including weeds t rubble) compound conforming to ASTM resin specification 01184. All pipe must meet g k5 1 I control valves shall be located in shrub areas. Refer to Detail. requirements as set Forth in Federal Specifications PS-22-10. 2) Hardscape / Boulders - Cobble 1 B. Record and As-Built Drawings: M. Drip Emitters,Emitter Tubing, and Fittings: 2) Install where shown on the Drawings. Where grouped together,allow at least I 3) PVC solvent-weld fittings shall be Schedule 40, 1-2, II-I NSF approved conforming g b p g a. Sidewalk and wall layout i 1) The Contractor shall provide and keep up-to-date a complete 'as-built' to ASTM test procedure D2466. U Emitter body shall be manufactured of durable plastic construction resistant is twelve lit) Inches between adjacent valve boxes. b. Utilities location p p p' p ultraviolet rays and a highly inert silicone elastometer diaphragm which is resistant to c. Boulder type,size,weight and placement record set of blueline ozalid prints which shall be corrected daily and show 4) Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type chemicals. Ths emitter shall have a color coded inlet barb to identify Flow rate and 3) Each valve number shall be heat branded on valve box cover with 2' tall letters. every change from the original drawings and specifications and the exact and tnatallatton methods prescribed by the manufacturer. shall be pressure compensating For a rated flow of + 10% over a pressure variant Branding unit available From Hydroscape Products, Inc.,phone number (114)63S-1850. 3) Irrigation System Rough - In � c 'as-built' locations,sizes,and kinds of equipment. Prints may be obtained of 15 to 45 P.S.I. 3 \ 3 � a from the Architect at cost. This set of drawings shall be kept on site and H. Flushing of System: a. Trench depth and location , < L M it 5) All PVC pipe must bear the following markings: ✓= z (� c < shall be used o}11y as a record set and to b& turned over at end Of Job. p p g g 2) Non-pressure lateral line piping for drip syeteme shall be Glass 315. b. Pipe size and class 2) These drawings shad also serve as work progress sheets and shall be the a. Manufacturer's name 3) Provide AG Products 3/4' ball valve installed with flexible drip tubing and SMT 1) After all new sprinkler pipe Imes and risers are in place and connected,all c. Pressure test (125 psi for (o hours) g p g 3/4' MHT b Spin LOC at terminus of each run. Install in 10' x 10' round box. necessary diversion work has been completed,and prior to installation of sprinkler 4) Plant Material (trees t shrubs) baste for measurement and payment for work completed. The Contractor y p heads,the control valves shall be opened and full head of water used to flush out shall make neat and legible annotations thereon daily as the work b. Nominal pipe size Refer to Detail. the ayatem a. Condition CA proceeds,showing the work as actually installed. These drawings shelf be Z available at all times for inspection and shall be t to a location c. Schedule or class 4) Provide filtration and pressure regulation for each drip system. Refer to drawing b. Type p �p 2) Sprinkler heads shall be installed only after flushing of the system has been c. Placement O designated b the Owner's Authorized Representative. Should record for equipment types and sizes required. g y ep accomplished to the complete satisfaction of the Owner's Authorized 5) Ground Cover (decomposed granite) blueline drawl progress sheets not be available for review or not be d. Pressure rating to P.S.I. p g � p og 5) All heads shall be leak free. Representative. up-to-date at the time of any observation it will be assumed no work has a. type O been completed and the Contractor will be assessed the cost of that site e. NSF (National Sanitation Foundation)approval N. Miscellaneous Irrigation Equipment: to, Depth and spacing w visit at the current billing rate of the Owner's Authorized Representative. c. Compaction T , No other observations shall take place prior to payment of that F. Date of extrusion 1) Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. 3.04 Temporary Repairs p v assessment. 6) Final 6) All fittings shall bear the manufacturer's name or tradempprovark material designation, 2) All miscellaneous irrigation equipment shall be ass specified or approved equal. The Owner's Authorized Representative reserves the right to make temporary repairs as necessar a. Irri ation: size,applicable I.P.S.schedule and NSF seal of approval. g � p"' p pp � p g p y � y g a'" MMM 111 3) The Contractor shall make neat and legible notations on the record drawings to keep the irrigation system equipment in operating condition. The exercise of this right by the t) Valves,boxes and wiring N progress sheets daily as the work proceeds,showing the work as actually C. PVC Non-Pressure Lateral Line Piping and Fittings: Owner's Authorized Representative shall not relieve the Contractor of his responsibilities under i1) Controller operation and schedule ^" w V installed. For example,should a tece of equipment be installed In a p g g IRRIGATION - EXECUTION p CJ p pthe terms of the guarantee as herein specified. 1t1) Sprinkler,bubbler and/or drip smatter type, flow race and location that does not match the plan,the Contractor must indicate that W equipment has been relocated to a graphic manner so as to match the i) Non-pressure buried lateral line piping shall be PVC Class 315 with solvent-weld quantity per plant � a joints in planted areas. PVC pipe for Irrigation systems serviced from the 3.01 Observation of Site Conditions iv) Overall operation original symbols as Indicated in the irrigation legend. The relocated Coachella Valley Water District's water system shall be white in color. p OVED equipment and dimensions will than be transferred to the original record 3.06 Field Qualit Control v) As built x I drawin plan at the proper time. A. All scaled dimensions are approximate. The Contractor "It check and verify all size y � Q �j' g p p p 2) Pipe shall be made from NSF approved,Type I,Grade il,PVC compound dimensions and receive approval from the Owner's Authorized Representative prior to b. Tree staking NOV v Z UM5 Q Q•• F•-1 f conformtn to ASTM resins specification D1184. All pipe must meet requirements A. Adjustment of the System: O 4) Before the date of the final inspection, the Contractor shall transfer all g p p p q proceeding with work under this Section. c. Overall information from the 'as-built' rint& to an ozalid sepia,procured from the set forth in Federal Specification PS-22-10 with an appropriate standard dimension p p p ratio. 1) The Contractor shall flush and adjust all sprinkler heads for optimum performance L i Owner's Authorized Representative. All work shall be in waterproof India B. Exercise extreme care in excavating and working near existing utilities. The Contractor �U$LiC'IaORhS CEP ScPT�� C" shall be responsible For damages to utilities which are caused b his operations or neglect. and to prevent overspray onto walks,roadways,and buildings as much as possible. CfT"^�PALP DESERT and applied to the mylar by a technical pen mods expressly for use on 3) Except as noted in paragraphs 1 and 2 of Section 2C,all requirements for non-pressure p g y p g J m lar material. Such en shall be similar to those manufactured b lateral line piping and fittin s shalt be the same as for the solvent-weld Check existing utilities drawings for existing utility locations. y p y p p g g 2) IF it i8 determined that adjustments in the irrigation equipment will provide proper w Rapidograph,Kueffell < Esser, or Faber Castelf. The dimensions shall be pressure main line pipe and fittings as set forth In Section 2B of these and more adequate coverage, the Contractor shall make such adjustments prior to made so as to be easily readable even on the final controller chart specifications. C. Coordinate installation of sprinkler irrigation materials including pipe,so there shall be NO The original mylar 'record drawing' plan shall be submitted to a Fittings: Interference with utilities or other construction or difficulty in planting trees,shrubs,and planting. Adjustments may also include changes in nozzle sizes and degrees of arc D. Brass and Pt as required. the Owner's Authorized Representative for approval of prior to fabricating p s: ground covers. the controller char!. These plans have been reviewed* b the Coachella Water District in 1) Where indicated on the drawings,use red brass screwed pipe conforming to Federal 3) Lowering raised sprinkler heads by the Contractor shad be accomplished within ten accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section Specification Indict don the D. The Contractor shall careful) check all grades to satisfy himself that he ma safe) proceed (10)days after notification by the Owner's Authorized Representative or Landscape g g g y g y y y p � 65597 et se requiring efficient landscape and irrigation design in cooperation with the loco governin 5) The Contractor shall dimension from two (2)permanent points of reference, � before starting work on the Irrigation system. Architect. *Approval of this drawing agency C� DoStaffudo�e)e not constitute approval to building corners,sidewalk or road intersections,etc.,the location of the 2) Fittings shall be red brass conforming Federal Specification %W-P-35i. following items: Approval of this drawing by D Staff does not constitute approval to g 4) All sprinkler heads ahall be set perpendicular to finished grades unless otherwise encroach into district and USBR Rights-of-Way. Trees, plants, walls and E. Copper Pipe s: 3.02 Preparation permanent structures of an kind may not be looted or installed in CYWD a. Connection to existing water lines. designated on the Drawings. p y y pp p g g g and USBR easements or right-of-way without irst obtaining an encroachement b. Connection to existing electrical power. 1) Pipe: Type K,hard tempered A. Physical Layout. Dpeere it from CYWD. 'North 2) Fittings. wrought copper,solder joint type i) Prior to installation,the Contractor shall stake out all pressure supply lines, routing Water Management Supervisor c. Gate valves. g g pp j yp and location of sprinkler heads. 3) Joints shall be soldered with silver solder,45% silver, 15% pp copper, 16% zinc, 24go Development Services Supervisor d. Routing of sprinkler pressure lines (dimensions max. too' along 2) All layout shall be reviewed by the Owners Authorized Representative prior to Job'No. routing). cadmium,solidus at 1125? and Itquidus at 1145?F. installation. e. Electric control valves. APPROVED BY: 99311 - • B. Water Supply: f. Routing of control wiring. i) The irrigation system shall be connected to water supply point(s)of connection as g. Quick coupling valves. indicated on the Drawings. Sheet'No. NOTE: MARK GREENWOOD h. Other related equipment as directed by the Owner's Authorized 2) Connections shall be made at the approximate location(s)shown on the Drawings. CITY ENGINEER j L_5•2 Representative. The Contractor is responsible For minor changes caused by actual site conditions. ALL CITE' SF ECIFIC�ATiONS SUPERSEDE THESE R.C.E. 57989 EXP. DATE- 06-30-06 — SPECIF-I CAT IONS. 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I ! ;, * s,+» ,► 00 00 ° 3 2 � n k 24" x LB 48 p ♦ x 24 Box ` x ' k ® o 24 36n X2 Box .12 u p , ✓ > C. Q 12 6' Box ® 36 x '14' `../ STD LB co c - �10 ® ♦ 9 s i i X ® < ; ® TV12, o . 1 • r k ° ' o Q ° • � r ° ° i i ' i � alQa{ C n x O` ♦ p sC. +. O u-- > n Box G aTfU » 80 ' y s: 120" box specimen \ ree to be provided nrj by the Gity of Palm Q) f Desert 0 box s cimen ' o i A, W Z r o be provided . \ 7:1 Z by t i f Palm Q Q ! pf D Bert -� Q RECEWED �� � � `✓ (I N� 'Nov North NOTE: _ �_. � � Job-No. ALL WORK PERFORMED IN GONNEGTION WITH HIGHWAY PLANTING WITHIN THE SATE APPROVED BY: RIGHT-OF-WAY 5HALL CONFORM TO THE PROVISIONS IN SECTION 20-4 'HIGHWAY 99311 - 2 PLANTING' OF THE CURRENT GALTRANS SPECIFIGATIONS. NOTE: -HW MARK GREENWOOD SheetNo. SEE SHEET L 6.3 FOR TREE LEGEND AND SIZING CITY ENGINEER L 6.2 SEE SHEET L 6.3 FOR TREE DETAILS R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 2? a , O TREE LEGEND 0 Z � n � vq # Acacia aneura W Mulgo Acacia ' OVERALL TREE LEGEND Y Acacia solocina TREES Willow Acacia # OF QTY. in Eris QTY. In Multi SYM. NAME 51ZE EMITTER5 J. PH 2 5ensory Garden AAN Acacia aneura 24" Box 3 O 4 Mulga Acacia 36" Box O 3 � Acacia stenophylla AST Acacia stenophylla 24" Box 3 5 5 ShoestringAcacia 36" Box 3 2 Shoestring Acacia GDM Gercidium f. 'Desert Museum' 24" Box low branching 3 O O * Sp'" `' w Desert Museum Palo Verde 36" Box low branching O 5 l or �P Cerc id i um f. 'Desert Museum' 46" Box low branching 0 1 CIF- Desert Museum Palo Verde 60" Box low branching 3 O 0 GHL Ghilopsis linearis 36" Box 3 0 2 Desert Willow Chilopsis linearis OTE Olenyo tesota 4V Box 3 3 3 Desert Willow Ironwood (D PLW Plotonus wrightil 36" Box Standard 3 0 11 Arizona sycamore rx W > c Olneya tesota POF Populus fremontil 36" Box Standard 3 0 6 W � rr rr�� N Fremont cottonwood V Q N Desert Ironwood W Q 0 P5 Psorothomnus spinoso 24" Box 3 0 4 Q Smoke Tree Platanus wri hti i PGH Prosopis chilensis 24'� Box low branching 3 5 O 0g Thornless Mesquite 36 Box low branching 1 O W Arizona Sycamore 5 W � P61- Prosopis giondulosa 36" Box low branching 3 O 5 Vi Honey Mesquite Q•, p"' Qw w QVH Quercus v. 'Heritage' 46" Box 3 2 3 Populus fremontil Southern live oak U.W o J Fremont Cottonwood WF Washingtonia filifera 6' 0 0 0C. California Fan Palm 8 [—' (_T� M IO' 6 4 ~ Q is c Prosopis 12' 13 8 U - p 14' -1 5 W `r Thornless Mesquite 16' I O s I8' I O Prosopis glonduloso T 00 0 Money Mesquite I ti 0 O Psorothamnus spinosus O Smoke Tree ALL PALM TRUNK HEIGHT5 ARE MEA5URED FROM $A5E OF TRUNK TO L Querc us V. 'Heritage' ` . THE OROWN/HEART. ALL PALM5 ARE TO HAVE THE TRUNK PETIOLE5 1 I Southern Live Oak `' REMAIN and THE 5KIRT5 REMAIN. NO 5KINNIN6 OF PALM5. Qa <! QQ � NOTE: 0 Aro SEE SHEET L C.3 FOR TREE DETAILS I I M 120 box specimen Quercus to be provided by the -Eity o C) 3 i' C of Palm Desert - (2) to -�i I^ .�< be provided Washingtonia filifera California Fan Palm 0 W Q Q aN Z � w . � a � z w w RECEIVED INO v ii D.10 E— uoL; di0?KS DP-f PTMEN ti orth Job No. APPROVED BY: 99311 - 2 MARK GREENWOOD sheet No. CITY ENGINEER L 6.3 R.C.E. 57989 EXP. 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APO SUR + ,.. �'� ©. ,__.—_- ,.�► c�►,�Irr�-_>C'�, - Q �+� '"'fit ' �� ���- �4 � "- �����,��: •{- '�J 0 Piz, •\ �•,- IF �,,,, �!,�..,;�- 0 0 � �'� �. �! ��, <<��� •; - �� C,A1« �. � ;� =-=� - - � "cam � � � .� ./) ��� � . © ��::� Y,,,� ill. �rt�7 ��`% � \ �'4\� 1.� ijl •i { �. ..('� �'� � 0 t©`�' �r��, �►� �-0, ���.,� / �+ � �t'I," �,,, Qi� ''� � �ri� � � - .,off,- �• 0 v,,� _ � �p �1 p �1� ,����� � .�- �;,, ,��.ti �;�; � :gym �- +�► ., o��i - � W- Al15A o � _ ����1 .: © 1 ♦ it •.v �,.• � _ �._� � �<': - a. - - - - _ © �►� ��,l� ��:; �% p C` (�� f�ii =, � d� icZ1 � �� �/ % ♦A1i��1� - �'� j� ©�4 fir, �t_ �' �_ ► 4 4 ♦ � ,� • `'�► � ��� " — .A i=.�•�j t!�Cat► © �,� �. �� � ' / • a • • •• • • ••• • • •• r , Rib / -• • mg s i /I ILL • BOULDER NOTES 1. Boulders are specified in tons, with a cubic yard being equal to 1.7ow tons. 6UY WIRE 51ZE5 DEADMAN DETAIL a 2. Installer is to be responsible to prevent any severe chipping or Box 51ZI_ WIRE SIZE damage to boulders during the placement process. GUY WIRE 2 3. Boulders are to be placed using cables from a Loader Boom or a ' #1 STAKES RD 24 Boulder Placement Boom. -36' N12 TAKEKCS 4. Installer is to pay particular attention to how boulder is lifted to 36"-48" Ito allow boulder to be spun in order to set boulder in its most desirable 48"a OVER l0 2x4x30" 0 0 position. -'- 5. Boulder is to ultimately be set to a minimum of 1/2 buried (See Detail). TREE(Wt^ING NOTE: 6. All cavities and voids near the bottom of the boulder are to be E set below finish grade. +APPRD) 4 AKAY REAS'�� BASE w 7 IN ALL DIRECTIONS PIT G •INSTALL W5 =£ TAUT TO REFORMAT �- LIMBS. ALL 6UYM6 TO BE PER THE D ION OF THE LANDSCAPE NOTES. PALM TREE TRUNK IDE A UNIT COST PER EACH HITECT.CONTRACTOR TO IN TURF AREA5 LEAVE A BARE AREA G [NS AT TIME OF BID PRICING, APPROX.4"AWAY FROM TREE BA5E DEPRE55ED WATERING BA51N E— OCOTILLO IN ALL DIRECTIONS REMOVE FROM TURF AREA5 FINISH GRADE; BACK OF BOULDER ON *IF NECESSARY PIPE MAY SE 6. UPHILLCOVER SIDE SHALL BE COMPLETELY NEW RUBBER HOSE OVER DURIN6 FIN15H 6RADIN ROOTBALL IN SHRUB AREAS DEPRESSED WATERIN6 BASIN WIRE A POINT OF CONTACT. CONNECTED TO A COMMON REMOVE FROM TURF AREAS �N. DRAIN TE EXTENDED DOWN INTO 5HOULD BE PLANTED EXP051N6 DURING FINISH GRADING. 3-DOUBLE STRAND ROOT13ALL IN SHRUB AREAS GALVENIZED WIRE 6UY5 AN AUGERED HOLE I't ABOVE GRADE. IIIII q SPACED EG.AROUND TREE 'ALL DE5ERT PLANT5 TO BE BAGKFILLED I IIIr SHOULD 8E PLANTED EXPOSING WfTH NATIVE SOIL ONLY FINISH GRADE _ IIIII I"'-ABOVE GRADE. COVER PVC. PIPE,HOSE OR OR TUBING � _ =IIIII=IIIII-(Iffy 3'LONG. I.I�I _ —lilill- II—IIIIII- ALL CAVITIES AND VOIDS \ \ z ' FIN15H CRAVE * ' IIIIII^IIIIII= IIIIII=IIIIII= ARE TO BURIED PLANT AT SAME HEIGHT AS IT WAS IN FIELD OR IN — IIIII _ — SLOPED GRADE \� \ NURSERY NO DEEPER OR SHALLOWER _ \/ 2x4x3O"ROW.DEADMAN 9 °s• �� !IIIII- %i \ _ ROOTBALL UNDISTURBED 901E IIIII IIIII III 11 GUT CHANNEL FOR WIRE FINISH GRADE L II IIIIII SET ROOTBALL O UNDISTURBED SOIL IT=IIIi =I1111 =IIIIII=IIIIII= BACKFILL To BE -IIIII_IIIIII I =111 II IIIIIIIIIillli llll=a Iill- - II=IIIII TIVE 501L ONLY — =iflf�l 111=IIIIII=11111�IIfTn APPROX.3x Roo ALL APPROX. 3 x ROOTBALL� SET TREE ON UNDI D LEVEL GRADE NOTE: NATIVE SOIL BACKFILL WITH 100% BOULDERS IN CLUSTERS ARE NATIVE 501L. TO BE SET AT VARIED HEIGHTS I BALM TREE F'L,4NTINC- DET,4IL 5OULDER DETAIL OCOTILLO PLANTING NATIVE TREE PLANTINC-s 4 CiUYINCt � W > o SCALE: N.T.S. SCALE: NTS SCALE: N.T.S. SCALE: NONE W a/ N w � � all, GOLDEN BARREL CACTUS � W � p � o ROOT ZONE [L NATIVE SOIL BACKFILL O FTC TREE 5TAKIN6 NOTE:(ONLY IF NEEDED) ��\�/\\�/\\//\\//\\/ / / / /• UNDISTURBED 50f L IN TURF AREAS LEAVE a BARE AREA APPROX.6"AWAY FROM TREE HI UNDISTURBED SOIL INAL � IN ALL DIRECTIONS FOR PLANT PIT E"N w 177 t r ALL TREE STAKING TO 13E PER THE h� Q DISCRETION OF THE CITY'S AUTHORIZED U REPRESENTATIVE.CONTRACTOR TO w y PROVIDE A UNIT COST PER EACH STAKE AT TIME OF BID PRICING. A/ CINCH TIES(2 EACH)DO NOT j~ OVER TIGHTEN,ALLOW TREE TO MOVE 50MEWHAT TO BUILD CALIPER. N MEDIAN ISLAND CURB 2"� LODGE POLE PINE -C TREE 5TAKE(2 EACH) SWALE BOTTOM TO BE 2" COMPASS BARREL CACTUS DEPRESSED WATERING BASIN BELOW TOP OF CURB. REMOVE FROM TURF AREAS DURIN5 FINISH GRADING. ROOTBALL IN SHRUB AREAS SHOULD 13E PLANTED EXPO51% i I FINISH GRADE OF 'tABO`'E` '` PLANTING AREA I I ROOT ZONE � �FINISH GRADE NATIVE SOIL BACKFILL — — \/ \//\ BACKFILL TO BE I SET MATERIAL ON IIIIII_IIIIII= IIIIII= = NATIVE SOIL ONLY UNDISTURBED SOIL = .2 \/��/�/ 1Z\ �y l UNDISTURBED SOIL IIIII= IIIIII= I I �Iillll _ L IIIIII=IIIII=IIIII= I —1 =1 — II_I =-- �_ III II=IIIIIIIIIII _IIIII 11111 I II II I _IIliilllll >: a I a a a a ll NIDE AF'PROX.3 x ROOTBALL i SET TREE ON UNDISTURBED NATIVE SOIL f i SI.UALE DETAIL BARREL CACTUS PLANTING TREE PLANTING W1 D0U5LE 5TA<NG QCD SCALE: N.T.S. JU SCALE: NTS SCALE: N.T.S. G \ c T. lip 0 3 L W \ J >= rf V) I O ice. E% DETAIL DELETED PER THE REQUEST OF T1-IE CITY OF PALM DESERT. CITY OF PALM DESERT ASSUMES RESPONSIBLITY FOR ANY DAMAGE I CAUSED BY ROOTS OF TREES OR PALMS, ROOT BARRIER NOTE: 0 V1 ROOT BARRIERS SHALL BE INSTALLED (� UNDER THE DIRECTION OF THE CITY OF C4 5LOPE;BACK510E OF BOULDERS ON UPHILL 510E PALM DESERT. ((�� OF SLOPE SHALL BE BURIED INTO 5LOPE. f3OUL0ER GLUSTER/OUT-GROPPIN6 13OULDER5 SHALL BE 1/2 BURIED DEPRESSED WATERIN6 BASIN .� INTO 5LOPE. TO REMAIN DURING PLANT ESTABLISHMENT PERIOD. PTBALL SHOULD BE ANTED SO A5A5 TO EEXP05E RECEIVED ^ r� NOTE: I"±ABOVE GRADE. QUEE ALMS TO RECEIVE ROOT BACKFILL MIX PER SPECS. 4' i 4' " SA ERS ONLY WHEN OBSTRUCTIONS NOV i aI - ° ON TWO OR MORE SIDES AND -ALL DESERT PLANTS TO BE BAGKFILLED L WITH NATIVE SOIL ONLY PALM EATE A 3' WIDE PLANTER OR LESS. - . L ° FINISH 6RADE c F Pa c ` �Uiiii_i YJ�JRG`��-�,�g�PT o C1T � z a ° DEEPROOT LB 16-2 LINEAR ROOT =IIIIII—IIIIII IIIIII—IIIIII= °a IIIIII_ - ItT W a BARRIER, 1S" DEEP x 24" LONG =IIIII IIIIII= SEGMENTS, INSTALLED PER — ° MANUFACTURERS SPECS. 10 L.F. 111110—I =IIIIII ° ° ^ PER PALM TREE. IIIIII I1111II�lI I flil_II�IIII II I These plans have been reviewed* by the Coachella Water District in ° d — — accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8. Section ° ° a with e tloca requiring efficient landscaCounty).eirrigation design in cooperation I NATIVE SET PLANT . UNDISTURBED pp 9 ng Y ° 3x ROOTBALL *Approval o this drawing by D Staff does not constitute approval to a ° Approval of this drawing by CVWD Staff does not constitute approval to 1 ° ° ^ DE OOT LB 18-2 LINEAR ROOT �° � BARB , 18" DEEP x 24" LONG encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in VWD / • ° a T _ SEGME S, INSTALLED PER and USBR easements or right—of—way without first obtaining an encroachement° a ' ^ • I o MANUFA RERS SPECS. NOTE: permit from CVWD. North 1 ° O -UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS®EDGE Date ^ OF ROOT BALL w/WATER FROM Water Management Supervisor ° HOSE.DO NOT GRAGK ROOTBALL. b ° ° DECOMPOSED GRANITE I Development Services Supervisor Job No. ° °a a a PER SPECIFICATIONS. 8'-0" ° OR LESS CONCRETE WALK, BUILDING WALL, APPROVED BY: 99311 - 2 GARDEN WALL, CURB, OR OTHER HARDSCAPE FEATURE BOULDER DET,4IL dt 1�IOUNOS ROOT 5ARRIER NATIVE 5HRU5 f=LANTINC MARK GREENWOOD Sheet No. i SCALE: NTS SCALE: NONE SCALE: N.T.S. CITY ENGINEER L 8.l R.C.E. 57989 EXP. DATE: 06-30-06 of 23 DATE s_ � dd NOTE: REFER TO PLANTING PLAN(S) o CRESTA FOR LOGATION5 OF LANDSCAPE FF BOULDER LAYOUT PER ACCENT MOUNDS. ELEVATE THESE 0 PLAN AREAS TO THE HTS. INDICATED ON Z PLANTING PLAN(5). 0 BARREL CACTUS W s 'e s 6� • DECOMPOSED GRANITE (SEE PLANTING LEGEND) SUCCULENT GARDEN SHALL ME MOUNDED AND IF NECESSARY BOULDERS USED AS A RETAINING COBBLES AND STRUCTURE TO ALLOW FOR A WELL DRAINING RUBBLES (PER PLAN) SAND'i' BASE. SEE E30ULDER ANp CaRADINC PLANS 9 FOR LOCATION AND SIZE OF MOUNDS _ EWM Wank r7� CRESTA FR LAYOUT PER * �' A PLAN 1 1 •� -� ANGULAR COBBLE AS CALLED OUT ON PLAN • V"' oFINISH GRADE OFC3 I EA ' Z PLANT NG AR w W Q DECOMPOSED Al O Oy • GRANITE • i o V v P v SUCCULENT C Ai�'DEN DET41L_ PLANTING MOUND DETAIL SCALE: N.T.S. SCALE: N.T.S. V � � WHEN PLANTING ACCENTS SHALL BE PLANTED w SL IGHTL'i' ABOVE GRADE TO ACCOUNT FOR THE ADDITION OF DECOMPOSED GRANITE AND/OR COBBBLE PATTERNED EARTH FORM PER PLAN. BOULDER LOCATED ON � w THE 5TEEP 51DE OF PATTERNED EARTH FORMS TO BE BURRIEDvu�`' b CRESTA INTO SLOPE TO ALLOW FOR THE RETENTION OF SOILS o 'BOULDER LAYOUT PER e RESTA PLAN � � ER LAYOUT PER { ' DECOMPOSED GRANITE PLAN I I J SEE PLANTING LEGEND) I BARREL CACTUS COBBLES AND RUBBLES PER PLAN Q C GI Q Q gg ( ) ,'4Kz4z:2#- DECOMPOSED GRANITE i u t �;,��• f ; r i (SEE PLANTING LEGEND) J . ,1 �• .l:v F— LJ G 7 ,—' •` . , a,1' ,� ,a�,,,�, �,a� �;, • FINISH GRADE OF a e W I-01CO ��r� 4 e A. e 4 v 00 + , ; h PLANTING AREA ,° , ° • ° e d O 4.0 DECOMPOSED GRANITE ' e °° j r MULTI &EN6OR*I' GARDEN &ECTION >s . • d v ,, , v v ^ v v d 11 •• d w r SCALE: N.T.S. s o vK77\ • J e • v . as •. / ► y •:• ARROYO STREAM BED FEATURE TO BE COMPOSED OF 5,4fRfREL CATCUS PLANT . r V,ORKS DEPARTh EtV i b ` RT BOULDERS, COBBLE AND SAND AS PER PLANS, LANDSCAPE SCALE: ARCHITECT TO REVIEW LAYOUT OF MATERIALS IN FIELD. V — •5 � CRESTA a I BOULDER LAYOUT PER W i � ' � � � PLAN f" o These plans have been reviewed* by the Coachella Water District in DECOMPOSED GRANITE accordance with water Code Title 7, Division 1, Chapter 3, Article 10.8. Section (SEE PLANTING LEGEND) with Peet local requiring efficient landscape and irrigation design in cooperation with the local governing agency (Cityor County). A roval of this drawing byy D Staff does not constitute approval to Approval of this drawing by AD Staff does not constitute approval to encroach into district and USBR Rights—of—Way. Trees, plants, *ails and ' COBBLES AND SAND permanent structures of any kind may not be planted or installed in CVWD and USBR easements or rig ht—of—wa without first obtaining an encroachement '; (PER PLAN) t •: .'.,•- permit from CVWD. North • ' i Date Water Management Supervisor I tit ,�� ;��, �I too�. Development Services Supervisor % Job No. •. . f APPROVED BY: 99311 2 R ARROYO STREAMBED SECTION MARK GREENWOOD SheetNo. DECOMPOSED GRANITE. —. _._G CITY ENGINEER L-8.2 SCALE: N.T.S. R.C.E. 57989 EXP. DATE: 06-30-06 DATE of 23 __ v C-r�L NOTES - . a . 3.03 PRODUCT DELIVERY,S70RA6E AND HANDLING LOI SPECIAL CONDITIONS 4.08 PROTECTION OF PROJECT = - A. Permits and Surveys A. Preparation D. Staking and Guying r Q A. Do not store materials or equipment, ermit burning,or operate or ark equipment under The Landscape Contractor shall establish sit lot Tines and restrictions. All other Imes, I. Balled and Burlopped(B b B)Plants; Dlg and prepare shipment according to 1. Trees shall be able to stand upright without support,and shall return to the verticaloP 9- P P i g the branches of existing plants to remain. p the accepted Industry standards and in a manner thatdill not damage roots, after their tops have been deflected horizontally card released. Immediately stake trees tl grades and levels shall also be established by the Landscape Contractor and he shall verify branches,shoe,short and long term health,and future development. Size of which do not meet this qualification,as well as plants that are subject to breakage as a all dimensions,Tins and grades indicated on the crawl s. The Landscape Contractor rootball shall be as defined In the American Standard For Nurser stock(American qq P kage B. Provide ainfrades,fences or other construction. barriers as necessary at the drip line to protect existing shall furnish all Surveys. Permits and licenses required�or execution of the y result of adverse conditions.Staking shall be directed by the Owner's Authrized Representative. plants to remain from damage during construction. yAssociation of Nurserymen;latest edition). B A B plants may only be used if work shall be procured and paid for by the Landscape Contractor. The Landscape contractor specified In the Contract Documents or if authorized In writing by Owner's 2. Trees Shall remain plumb and straight from Installation throughout the maintenance and Z shall give all notices,call for Inspections and comply with all laws and G. Protect pavement and other hard surfaces from staining by equipment or chemicals during g P P y Authorized Representative. warranty period. storo a and application.Take special care of newly installed hordscope surfaces on project ordinances bearing on the work. _ - - 2. Container Grown Plants: Deliver plants In container sufficiently rigid to hold 3. Refer to standard details for staking and guying requirements. site. y stains or damage caused by landscape contractor,dill be restored to owner. new condition bail Shape and protect root mass. site.Any stains or damage by landscape contractor at no additional cost to owner. 1.02 GENERAL CONDITIONS 4. Staking Mock- Prior to proceeding with staking, e for approval the D. The Landscape Contractor shall carefully and continuously protect and maintain all areas included to F g �` P g the contract,including lawn areas,plant materials,etc.until Final acceptance of the work W a< A. General 3. Pre-Delivery Inspection: Notify Owner's Representative minimum of two Owner's Representative one sample of each type of staking to be used on the project. g P P # iI Owner's Representative. weeks prior to shipping to allow or Pre-Delivery inspection of plant materials at These mock-ups will represent the standard that staking w1 be compared to. The P 1. The terms and definitions stated in these General Gondittors shall apply the nursery. City will have his employees become thoroughly familiar with the mock-up prior to general staking operations. E. The maintenance foreman on the job shall be a competent English speaking supervisor, to all sections of the specifications as set Forth fully therein. experlanced in landscape maintenance and gable of discussing matters on the job site. look- = B. Delivery 2. The indications on the drawings or the requirements of the specifications and listings shall be as binding as thought shown and/or required by I. Protect B d B root balls during shipping by proper handling techniques; F. Workman shall present a neat appearance rt all times and shall conduct all won both. cracked or crumblingg rootbalis will be rejected. Protect at the site by maintaining a operations and dealings with the public in a courteous manner. Workman shalt be fully thoroughly moist rootboll;heel in with sawdust(or comparable material)if not clothed at all times. 3. All part of the work specified herein and/or indicated on the plans,may planted within 24 hours of delivery. Maintain rootball In a moist condition and do 6. Inspection le60 ted 5e orate Sub-contractors and it shall be,the responsibility not allow to dry out. ofrarpor to determine the effect of their work upon the y 4.04 PLANTING OPERATIONS-PALMS {a work'of others. The Landscape Contractor,however,is to coordinate 2. Notify Owner's Re resentattve of delivery schedule a minimum of 4B hours to A final inspection and/or preliminary walk Shall be called at the end of planting operations p A. The Landsca e Contractor is responsible for cltmatlzin aim material th Ts not rown period For the purpose of determ)ning compliance with plan and specification Intent,workmanship the various trades under his jurisdiction. advance so plant material can he Inspected prior to unloading From trucks. P P g P g and clean- Owner's Representatives shall receive written verification of inspection �l within the Coachella Valley.If palms purchased outside the Coachella Valley�adversety up• P affected weather conditions,it then becomes the responsibility of the Londsca e Contractor dates,any corrections required to work and limits of inspected area before acceptance of 4. The Landsc e Contractor shall perform all work in accordance with all 3. Remove rejected material Immediately from site.Landscape Contractor to y P corrective work.lien all concerned parties are in agreement that the work is complete,ap P at For replacement at no extra cost.Palm material listed m or may not have been approved P 9r pN� �P applicable building requirements and ordinances even though such notify nursery of rejected material no cost to owner. by the AgriculturalCommissioner's office.See section 3.OTfor additional informationp then the 60 day period maintenance shall begin. requirements are not specifically mentioned herein. Any work In conflict with such requirements shall be brought to the attention of the Owners 4. Do not lift,move,adjust to plumb,or otherwise manipulate plants by trunk or Representative by the Landscape Contractor and the Landscape Contractor shall not stems. (See section 4.04 in this Section for special handling directions for B, Arrange delivery time so minimum amount of time elapses between delNery to site and �� �\,(? ! 1id S proceed with such work without the written approval of the owner. palms). installation(maximum of 2 days),Use necessary precautions to protect the palms from weather or other conditions that would damage or impair vigor.crowns and rootbolls C 1� a should be protected from sun and reflected heat;avoid storing on paved surfaces. GENERAL MAINTENANCE PROCEDURES /� \ ,/ J 8. Definitions G- NERAL PLANTING PROGEDI covering material,suG h as qC shade cloth or burta ,should permit air movement.Do not U� 1V ``��:7 °) * use plastic or rubberized tarpaulins.Water rootballspightly as required during hot 1 �i� � * Q I• Landscape Contractor shall mean the Landscape Contractor or his Sub-contractors,or his weather. if palms are stored on the ground,cover rootbatis with onsite native soli.Do 5.01 MAINTENANCE PERIOD { �/\ (;� -r-kci I ^hue Supplier performing work for the owner. 4.01 PLANT STANDARDS not stack palms.Freshly collected palms that have browned-out fronds and/or blemished -','� iT \ v 1 \ A. Use the following publications for qualifying plant material acceptable for installation: trunks will not be accepted. �GC� 2. Work shall mean all labor,material,equipment,services,permits and g P � ��� ^.. licenses,necessary to Furnish and/or Install in place ail materials, C. Measure and record brown trunk height on a tag firmly attached to each tree. These e Landscape Contractor shall adhere to the following maintenance specifications during the equipment and/or appliances specified In any one section and/or shown I. "American Standard for Nursery Stock';Edition approved Igg6 edition by American tags are to remain on the tree until approved by the Owner's Representative to remove established period. Plant maintenance work snail consist of application of water, (`� on the plans and/or spedficatlons. s!J National Standards Institute,Inc.(Z60.1) Plant materials. them, weeding,caring For,edging and mowing of lawns and performing the following t(f� \ � /\ rim( �� (c`W final plant establishment work. ( `"/ ` �j - `` ' 3. Furnish shall mean to purchase and deliver as directed by the6l r1�+tEC -" �1 2• "liortus Third Iq I6;Cornell University plant nomenclature. \ k, J all materials,equipment,or purchase an specified in any one section I. The entire project 15 to be maintained for a period of approximately q0 01 `'4\ and/or shown on the Ions and/or specifications. 3. Arizona Nursery Association Grower's Committee 'Recommended Average calendar days,commencing from Owner's Representative ii*elimMepq trio k. ' _ P Specifications',Iggl revised edition,Arizona Nursery Association. 'j+l2y� l 4. install shall mean all labor,material,equipment,services necessary to W i \ ,\\✓) set In piece,connect,hook-up and/or make ready for operation all 4. 15A 5pecif[cations 2. During the maintenance period,all plants and planted areas shall be � materials,equipment and/or appliances furnished by the Landscape Contractor 5. "Hort(co to illustrated pruning and planting,2002"wwwhortico ta.aom E, Rootbolis conforming to industry standard size and capable of Supporting trees kept well watered and free of weeds and trash at all times. li . and/or by others. P g P �' P without additional bracing;Free of noxious or Invasive weeds. (� 6. "Illustrated guide to pruning,second edition",E.F.61lman,2002 Delmar publi5her5 Albany 3. Landscape Contractor shall be responsible for disease and pest control during the � L iJ i 5. construction site shalt mean the site as indicated by plan and specifications. N.Y.g41.342.0153 maintenance period and a record of pesticides used shall be furnished to 1. 6uideilne Specifications for Nursery Tree Quality,for information contact,tartan Kempf at the Owner's Representative. 4J W 7. > � Urban Tree Foundation,(55q)113-0631 or Arborist News Volume 12,No.2,April 2003. F. Segregate palms by height as they are delivered to the site. 4. Landscape Contractor shall be resporelble for the replacing of any dead or damaged plant W I+� 1:4� � �� material whether caused by construction traffic,users of the site's cmmenittes and/or r1 N 6ENERAL WORK PROGEDURE5 4 6. Do not bind or lift palms with rope,wire or chains,use onlyy nylon or fabric sling/straps natural causes.This will be done at the Landscape Contractor's expense. T L.� � � _ N a minimum of 4"wide. Scarring caused by Inappropriate handling and judged W .< r" ��r i B. Plants shall be nursery grown in accordance with good horticultural unacceptable the Git s Authorized Re resentattve will cause rejection of the alms. 5. Landsca e Contractor shall raise or lower Irrl tion heads to proper level and shall M v 2.01 SOILS r� ��(h practices under climatic conditions similar to those of project for at least two years unless P b! y P j P P 9a P r�T u� !�' specifically noted otherwise. Replacement will be at the expense of the Landscape Contractor.Plant palms so as adjust heads as needed for full coverage. i ^� l9`' Replacement top of finish grade is no higher than to of root ball . \. A. 5tockptied Native Soil r 5 i H. Prepare proper size plant pit and test for drainage as described previously. 6. If and when decomposed granite has been installed,the Landscape Contractor shall `J �./ 1. Stockpile al�ITIOSI�11�Owner's ockpile for use in G. Plants shall be sound,heavy and vigorous,well branched and densely foliated when in leaf, and will maintain the proper specli'led depths and raked appearance at all times during F-+ /��--�i i-�• planting areas. Soil nera "2 inch minus". They shall be free of disease,insect pests,a gS or larvae,and shall have healthy,well the maintenance period.Mother the deterioration of the decomposed granite is caused W Q � I See Gontr cements for availability. developed root systems. They shall be free rom physical damage or adverse conditions i. Backftliing: Tamp moistened sand hackflll at bottom of hole to compact. Insert tree by construction traffic,users of the site's ammenttles and/or natural causes;the r�, that would prevent thriving growth. Soli in the containers shall be free of disease and and backftil palm pit with clean native sand as shown on the Drawings. Landscape Contractor shall repair these areas at no extra cost to the Owner. � 3 y 2 2. Gorrposition 3/6 inch minus: Fertile,Friable,well-drained soil of uniform pathogens and fire ants. Gontinuousiy adjust palm to ensure a plumb and securely planted condition. Solidly IA , quality;free of material larger than 3/b"diameter,sticks,piaster,concrete,oils, compact sand around the upper bail and portions of buried trunk while backFllling. Jet . During the GO day maintenance period,there shall be a series of site visits done by the n J Q chemicals,and other deleterious materials. sand backftil as required to remove air pockets. Leave basins around each tree unless Owner's Representative.During this time,written unchlists and field reports shall 12^ mo rTT I D. Plants shall be true to species and variety and shall conform to measurements specified, otherwise directed Londsca e Architect. Coordinate installation of Irrigation system, P P P i-+-1 except that plants tar er than specified ma be used if approved Owners Representative. P g y be done and given to the owner. 3. Composition 2 Inch minus: Fertile,Friable,well-drained soil of uniform quality; p P g 9 PP P etc.with planting operations. a/ Free of material larger that 2"diameter,sticks,plaster,concrete,oils,chemicals, Use of such plants snail not increase Contract price. If larger plants are approved,the ball ( and other deleterious materials. of earth shall by increased In proportion to the size of the plant. Plants shall be measured J. Water Immediate) and continuously as required to ensure optimum soil moisture L Prior a the conclusion and turn-over of the Landscape Installation Contract,the O .. LT. when branches are In their normal position. Height and spread dimensions specified refer y 9 9 P Landscape Contractor Shall provide to the Owner As-built Drawings.Mylars or reproducibles T 4. Analysts: Landscape Contractor to conduct o soil test analysis from a consultant to main body of plant and not branch to tip. Caliper measurement shall be taken at a point levels. Soli moisture levels below grade to be checked regularly with soil probe or other for this exercise shall be obtained through the Landscape Architect, W approved by the to obtain agricultural suttabihty and chemical analysis,of the on the trunk 6"above natural ground line. For trees over 4"in cal(per,this measurement approved method. proposed soil bef Installing any plant material.Cost of testing will be paid for should be taken from a point 12"above the natural ground line. If a range of sloe Is given, i. The following chart shall be used for Phoenix dactylifera watering requirements: Q by the Landscape Con tor.. no plant shall be less than the minimum range of size and not less that 405>5 of the plants January 40-50 gallons per day q. All Irrigation filters shall be checked and cleaned per the discretion of the Owner's (�. F T F C Shall be as large as the maximum size specified. The measurements specified are the l FJ..I Analysis to include: 1C-, " minimum size acceptable and are the measurements after pruning,where pruning is February 50-10 gallons per day Authorized tepresentative. , (j required.Plants not conforming to the requirements specified will be considered defective. March 60-70 gallons per day ~ Q M a. Element Analysis: Nitrate Nitrogen,Phosphorus,Potassium,Calcium, Such plants,whether to place or not,will be marked as rejected and shall be Immediately April 60-10 gallons per day U Magnesium,Sulfur,Sodium,Zinc,Iron,Copper,Manganese,Boron,free removed from the premises. These will be replaced with new acceptable plants. May 10-80 gallons per day 5.02 GUARANTEES w I Ilene• June cIO-I00 gallons per day E. Special care shall be taken to insure that )ants in containers watered to ensure entire A. The Landscape Contractor shall guarantee all shrubs and accent plants for a period of q0 days, /�/ I b. Other: pH factor,SK base saturation,electrical conductivity,mechanical 5p P Jul 100-110 lions per d trees and alms Fora period of one(I)year,after final inspection and acceptance the Owner's Representative. 11� analysis,%of organic content,cation exchange capacity(C,E.G). rootbalis are moist.Water for soil preparation,planting and Irrigation will be Furnished by owner. y P P P y P P n P August 100-I10 gallons per day Landscape Contractor shall take appropriate action when any tree appears to be(n Stress. c. Recommendations: Type and quantity of additives required to establish F. Under no conditions will there be any substitution of plants or sizes for those listed on the September 100-110 gallons per day This action is to include soil and tissues samples to determine the nature of the problem. I satisfactory pH factor and supply of nutrients to bring topsoll to accompanying plans,except with the express written consent of the Owners Representative. October q0-TOO gallons per day satisfactory level for planting. �a.�- ��11 November 65-15 gallons per day 5. If require Owner's stockpiled s amended;this work is not in the l!3`" G. Container stock shall have grown In the containers in which delivered for at least six December 45-55 gallons per day B. The Landscape Contractor shall,wlthm ten(IO)days of written notification by the Owner's authorized ! contract andthe a Go or will be compensated for It on a 71me and �y months,but not over two years.Samples rrust prove no rootbound condition exist. representative remove and replace all guaranteed plant material which for any reason falls to meat I I i i the requirements of the guarantee. Replacement shall be made with plant materials orb Inall t cep 2. The Follow( chart shall be used For the H shin tonlo flitfera watertn re uirements Immediatel q 9 P P 9 9 Materials basis. Rate r and equipment well be charged accord) to the � d�(��,� � Container )ants that have,cracked or broken balls of earth when taken from container shall not rr9 9 9 q y specified and shall meet original grantees.A substitution shall only be done throe written Construction Agra9 ent. g be planted except upon special approval by Owners Representative. after Installation.This shall be applied during a 4-6 week establishment period: st? g guarantees. y L January 50-60 gallons per day authorization iron the Owner's Representative. .'ter I ! ! 1 B. Imported Soil H. Field dug plants may be used only if specifically approved In writing by the Owner's. February 50-60 gallons per day Representative prior to ordering. Unless otherwise authorized,field dug plants w111 be March 60-10 gallons per day 1. Composition: To match or exceed in quality the 3/5"minus native soil,as harvested with a two step method,in which the four sides are cut and box sides installed determined by analysts described. Submit test results to owner for a minimum of four(4)months during the growth season prior to digging and boxing April 60-10 gallons per day l j 1 1 and Landscape Architect prior to ordering material. the bottom. May 80-qO gallons per day City of Palm Desert Landscape Inspection Schedule I I 2. Sam. le: Deliver one half cubic foot sample of proposed Import loll to the June 100-I10 gallons per day 1 p mp P oP P 1. Plants shall not be pruned before delivery. July 110-W gallons per day I M Owner for approval. Owner reserves the right to reject soil delivered Ir, ) Sleevin / 6radin I to the site that does not meet the approved test results and/or the Specifications. August 120-150 gallons per day g g September 110-120 gallons per day / a. Sleeve diameter, type, depth and location 1 i i C. Soil Conditioning 4.02 PREPLANTIN6 October qo-too gallons per day `n / b. Soil surface drainage,elevations and trash (including weeds 8 rubble) f I November 10-50 gallons per day iv�1 I. Deliver products in maufacturer's standard packaging. When bulk materials are A. Site Preparation December 50-60 gallons per day i J Hardscape /Boulders - Gobble made,provide Owner's Representative with Btli of Lading For each delivery. Transport i. Examine subgrade and verify conditions under which work will be performed. Notify I ! • organic omendmcnts directly from the sours;tc the staging area and stockpile as directed Owner's Representative IF there is a discrepancy between site conditions and Contract 3. The following chart shall be used for the Washingtonlo ftlifero watering requirements after a• Sidewalk and wall layout I I by the Owner. Documents. the 4-6 week establishment period.This change will only occur with a written authorization From b. Utilities location the City's Authorized Representative. c. Boulder type, size, weight and placement � a C' a 2. Store products to protect them From damage and contamination and comply with 2. Do not begin soil preparation and planting until all work such as header installation, January 20-30 gallons per day 3) Irrigation system Rough - In manuFacturer's storage instructions. walks,paving,concrete work,electrical except for fixture location,fencing except g y g . where access i5 necessary,drainage work,gas line installation,irrigation work,and February 20-30 gallons per day i 1 a. Trench depth and location 3. Coordinate work with other site work. any other work required under plans and specifications around planting areas is March 20-30 gallons per day p completed and approved. Specimen trees twenty(24)inch,and larger box sizes or April 30-40 gallons per day b. Pipe size and class 4. Inspect job for conditions which would prevent execution of this work as specified. palm trees are exempt from this rule where access might be restricted by construction c. Pressure test (125 psi for 6 hours) I Do not proceed until such conditions are corrected. phases of landscaping or building. All plants and planting shall be continually May 30-40 gallons per day maintained by the Landscape Contractor. June 40-50 gallons per day0 4 Slant Material (trees & shrubs) 1 �; • 5. Trucks and vehicles shall not be permitted to pass over curbs,paving,etc.,unless July 50-60 gallons per day Lr 1= adequately protected against damage and approved by the Owner's Representative to proceed. 4. Soli Pre ation: Do not commence lantin work tarn to con Ietion and acce tance a. Condition I p >, ;� Preparation-. P 9 Pr P P August 60-70 gallons per day of soli preparation. b. TypN4 e . 6. Owner's Representative reserves the right to take and analyze sample of materials for September 50-60 gallons per day yp L conformity to Specifications at any time. Furnish samples upon request by Landscape 5. Irrigation: Do not commence planting work prior to Installation and acceptance of October 40-50 gallons per day G. Placement Lr a � �I" ; Architect. Irrigation system,unless approved in writing by Owner's Representative. November 30-40 gallons per day 5) Ground Cover (decomposed granite) v Q 3 00 i -� t= December 20-30 gallons per day �' Z `�' � (' � � 1. Rejected material shalt be reviewed by the owner and at that time a decision will be made 6. (Need before and during preliminary grading and finish grading All weed and grasses a. Type PO on the removal process. shall be dug out by the roots and removed from site. Site shall be maintained and remain b. De th and 5 atln weed free until turnover to the Owner's Representative. K. All palm fronds shall remain tied until the Owner's Representative deems necessary to untie. p p g This will be based on whether the new growth within the palm tree's heart can handle the surrounding c. Compaction I 1. Layout and Staking: Lay out plants at locations shown on Drawings. Use steel Sired adverse conditions that could exhaust the moisture retention caplbilitles of the palm. flags,color coded for each species of plants,or Set plants in containers on grade. Stake location (b) Final I C4 of each tree.Owner's Representative shall dictate the proceedure needed in the Immediate exercise. a. Irrigation: j In I 3.01 QUALITY ASSURANCE 8. Right is reserved to refuse review at any time if,In the opinion of the Owner's Representative, i) Valves, boxes and cairng an Insufficient quantity of plants is not avaiicble. Owner's Representative reserves ii) Controller operation and schedule O A. Comply with federal,state and local taws requiring Inspection for plant disease and the right to Interchange or adjust the locations of plants prior to planting. nil) Sprinkler, bubbler and/or drip emitter type,flow rate and O P inFestatlons. Inspection certificates required by state taw shall accompany each shipment uantit er )ant �i` � w of plants and deliver certificates to the Owner. Inspections are to be performed in the q, Equipment for Lill In?plant pits: Use backhoe or hand work to dig tree pits. Scarify quantity p p _ V 1 state of origin.This also Includes Border Inspections and Agriculture Department. sides of the tree pit after excavation. Do not use on auger or tree Spade. M. Landscape Contractor is to carefully coordinate with Owner's Representative to locate palms iv) Overall operation Remove excavated soil from project site and/or dispose of as directed by Owner's within palm groves so that variation in brown trunk height is graduated across the groves v) As built B. Transport plant materials in enclosed or toped vehicles to minimize damage from wind. Representative. or lines of palms. In a grove with similar height palms,the maximum brown trunk height < U - variation in adjacent alms IS 12". coordinate with Owner's Representative to adjust J P P J b. Tree staking0� ^ C. All plants Shall be true to name and one of each lot shaft be tagged with the name and size palms with acceptable trunk curvature so that visual Impact is minimized. F•+�w N P p by B. Drainage Test of Plant Pits/Obstructions Straight-trunked with maximum variation of W. Curvatures will be reviewed G. Overall of the )ants in accordance with the standards of practice recommended the American ,�, Association of Nuserymen. If tags are not on plant material,then written and notarized certification 1. on an individual basis;gradual curvatures over the length of trunk are in general _to�� T by the nursery where the specified material was purchased.This certification to be Submitted to the`o i. Pre-wetting of tree plant pits: Fill tree plant pits to the top with water within 12 hours more acceptable than short bends. --- .� w U /� of planting. Plant pits can be planted as soon as water is completely drained. If water is P - _ 1 , -U not cIO%gone within 24 hours,do not plant and bring to the immediate attention of the 't/UY-W �,___,�_ W D. Shipments of plants will be carefully Inspected by the mner'5 authorized representative Owner's authorized representative. Landscape Contractor may be required to either dig a substitute -- -- /� � at the site at the time of ofF-loodtn trucks to verify compliance with the above shipping ' 1�1 9 y r^p pP n9 plant pit or to mitigate the existing plant pit with a drainage sump. Substitute plant pits *-' , pWa I requirements. and drain a wen are not of of the basic services and con ensation wilt be awarded to '55 � � �1�* ^ ag Sumps p P �" '' -'µ F•-� r.." LI1 the Landscape Contractor. „ g� +� ! /► �I" ,� _I [� E. Substitutions of plant materials will not be permitted unless authorized in writing b3 ,_O- �I "'°'�" ��.� + :x` �"^ t ` 1 (1 -I., !tl X� t A.* V II Owner's Representative. If proof is submitted that plant specified is not obtainable,a 2. Documentation: Submit written documentation of test pit drainage results,with '4.05 6ROUNDGOVER . - ' + POYlk) I proposal will be considered for use of the nearest equivalent size or variety with locations,date and signature of tester. � .. C>P° l -t �0L k J VFw-. _t 1 124 corresponding adjustment of Contract Price. ate`' - -h -i ce � 0 � A. Planting .�: .. .°`�A /� f1-�-+ i u-Q.. (� U 1�Y1-�.•, f 3. Obstructions: if rock,caiiche,underground construction work,tree roots or other 11 g ,' � I F. Special care shall be taken to Insure that plants In containers are adequately watered. ohstructto are encountered in the excavation of plant pits,acceptable altern"�a e Tocatlons b�J Water For soil preparation,planting and Irrigation will be furnished by owner. used as directed by the Owner's Representative. Excavation of caliche Is not part of Q 1. Ground cover plants shall have been grown In flats/container and shall remain In the Z F is/containers until time For transplanting. At time of transplanting,the fiat/container soil the Contract price,and if authorized by the Owner's,Representative,Landscape contractor will be � P P ng' j 6. Plants In containers specified for shade locations are to be protected From sun prior to compensated for excavation pursuant to the contract provtsiors For changes In the contract price. ,� al cunt sufficient moisture and on adequate root system so that the soli does not Fall REC _t V E D W 1 planting - 1 i�� � , � 4, t ang plants From the flat/corrtalner.Each plant shall be planted with it's 1 rtlonote amount of the flat/container soil in a manner that will insure a minimvm of • A` l'j li� i disturbance to the root system. %� ,i 7 �] 4.03 PLANTING OPERATIONS-TREES,5HRU135 AND VINES t/`�' '� ' IY�1► L V _00D ^ 00 A. Handling d De-Potting '`. , - ' lM'- �n 2. Ground cover plants Shall not be allowed to dry out before or while being planted. 3.02 INSPECTIONS AND SUBMITTALS is Wilted plants will not be accepted. aUBLiC 1;ORKS DFI R '� 1. Moisture Love y moisten rootbails and planting holes prior to planting 3. Ground covers shalt be planted sufficiently deep to cover all roots and Spaced as LRv OF PALM DESc T A. The Owner's Representative reserves the right to Inspect plant materials at the nursery or to ensure soil cohesiveness;do not plant dry rootbalis or plant into dry pits. specified to ground cover list on landscape plan. growtng ground prior to loading and transporting.Tree tagging may occur at this time along with Shrub and groundcover verification(if requested).Arrange with Owner's representative ten(10) 2. Carefully remove plant from the container.Support rootbali during installation to 4. Install In neat,evenly Spaced rows In triangular layout,or as,Shown In the Drawings. L work) daayyss in advance for the inspection.Such approval shall not impair the right of Inspection prevent cracking. , \O� and re�ectfon during progress of the work. ��-�J 3. Pry off bottom boards of boxed trees rather than hammering boards off. Boxed 8. File Certificates In inspection of plant materials by County,State and Federal authorities plants may not be,planted with the bottom or sideS of the box In place,unless 4.06 WATERING: Plantings Shall be watered immediately after planting. After first watering, with Owner's Representative. All plants are to have a certificate of origin. authorized in writing by the Owner's Representative. water shall be applied to plants as conditions may require to keep the plants in a healthy and vigorous growing condition until completion of the contract. , G. Submit within 30 dayyss after Notice to Proceed a complete list of materials to be furnished and confirmed sources#ir some. Owner reserves the approve or reject right to a suppliers B. Planting 4.01 PRUNING: PruningPP P is to be done with the approval and under supervision of the Owner's Representative. and Landscape Sub-contractors. I. For trees,backftll plant pit to allow crown of rootball to settle to a position Remove dead wood,suckers,or broken branches.smoke Tree grouping will not be pruned by the � Job'No. as, indicated In details. Prepare a raised basin as wide as the rootball at each Contractor as pot of this contract. D. Top dressing: Submit for approval within en days after Notice to Proceed a one cubic foot sample of P APPROVED BY: 99311 specified top dressing to the Owner's Representative. tree for watering prior to shrub and ground cover planting. Refer to detail. 2. All shrubs and vines shall be set so that when settled the rootbai Is are I"t FURTHER SPECIFICATIONS NOTE: E. The Contractor is responsible for climitizing plant material that Is not grown within the Coachella above finished grade. Provide basin,refer to detail. REFER TO S E C T I 0 N 212 and 308 OF THE SPECIAL PROVISIONS Valley. If plant material purchased outside the Coachella Valley is adversely affected by weather conditions,It then becomes the responsibility of the Contractor for replacement whether planted 3. When plant pits have been backfllled approximately 2/3 full,water thoroughly Sheet'NO. or still In containers. and saturate rootball,before Installing remainder of the backfiii mix on top of pit, IN THE TECHNICAL SPECIFICATIONS. MARK GREENWOOD Eliminating air pockets. CITY ENGINEER _ 4. Remove nursery type plant labels and nursery Stakes from plants. R.C.E. 57989 EXP. DATE: 06-30-06 I' DATE of 23 . i